WS-7-1241 Miami Shores Village
Building Department plc
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795.2204 Fax:(305)756.8972
BUILDINGL5���TM Permit No.
PERMIT APPLICATION JUN 1 4 2007 Master Permit No.
FBC 2004
BY•-- -
Permit Type(circle)• oBuilding / Electrical Plumbing Mechanical Roofing
Owner's Name(Fee Simple Titleholder) i V 1411 cla VES Phone#
Owner's Address /A,4� /Q S s7-
City� I State Zip
Tenant/Lessee Name Phone#
Job Address(where the work is being done) 7 Z AILA) , 7S'7
City Miami Shores Villaee County Miami-Dade Zip 33 1�5b
FOLIO/PARCEL#
Is Building Historically Designated YES
Contractor's Company Name W" f /�� Phone#
Contractor's Address
CityState Zip
Qualifier Name 4ne
e#
State Certificate or Registration No. Certificate o y No.
`
Architect/Engineer's Name(if applicable) Phone
Value of Work For this Permit$ *:3 VV Square/Linear Footage Of Work:
Type of Work: []Addition Klteration Repair/Replace ❑Demolition
Describe Work: C
Submittal Fee$ Permit Fee$ 1 go 4) CCF$ CO/CC
Notary$ Training/Education Fee Technology Fee$ _
Scanning$ Radon$ DPBR$ Zoning$
Bond$ Code Enforcement$ Double Fee$
Structural Review.$ Total Fee Now Due$ • )5 UUH 2 P pMp
See Reverse side
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS.and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. . IF YOU INTEND TO OBTAIN FINANCING,
_CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature Signature......._
Owner or Agent Contractor
The foregoing instrument was acknowlef 1�►me this The foregoing instrument was acknowledged before me this
day of/ 20 ,by �' day of ,20 by who is personally known to Fne.,or who has produced who is personally known to me or who has produced
Jr
As identification and who did take an oath. as identification and who did take an oath.
NOTARY UBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires- 4 r_ MY COMMISSION#DD 568648
p M.2EXPIRES:Juty 17,2010 My Commission Expires:
APPLICATION APPROVED BY: l 4-7 Plans Examiner
Engineer
Zoning
(Revised 02/08/06)
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7
N I
BY
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Z
ami Shores Buildin De artmentE:7 F___T_
duct Approval Schedule / Comparison Chart Address: - ^ - -7_
p �°�;.; ®C -5 r Permit No. (� 12
Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opcuing Shutter Required Mullion Required Impact
or Door or Mullion Number Design Pressure Pressure Size Yes/No Yes/No
Yes/No
(+)PSF ()PSF
r t e' !y R°- - --
if
•
•
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MIAMaQADE ••• •••
® . .. VIAYI-DADE.COU"V,FLORIDA
• . MTRQ-r2AQE tLb GL$R BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) ;140 WEST FLAMER STMT,SUITE 1603
PRODUCT CONTROL DMSION • • 00* MTAMI,PLOMA 33130-1563
75-2901 FAX(305)
.. (•OS)3v►ww.lnrildin eodeonline c mg
NOTICE OF ACCEPTANCE (NOA)
TRACO Security Windows&Doors,Inc.
1 Progress Avenue .. ... ..
Cranberry Township,PA 16066
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use Of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This.product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone.
DESCRIPTION:Series"Coastal-240"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.05-TRA-0003,titled"Coastal-240 Single Hung Window Large
Missile Impact Resistant",sheets 1 through 3 of 3,prepared by Frank L.Bennardo,P.E.Consulting Engineer,
dated 01/13/03 with revision"2"on 12/21/05,signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-
Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami-Dade County Product Control Division.
MISSILE IMPACT RATING:Large and Small Missile Impact
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product. .
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
he done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#02-1120.03 and consists of this page 1 and evidence pages E-I and E-2 as well as the
approval document mentioned above.
The submitted documentation was reviewed by Herminio F.Gonzalez,P.E.,Director,BCCO
NOA No 05-0930.03
� Expiration Date:March 17,2008
)� - Approval Date:March 23,2006
/ Page 1
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TRACO Security Windows&Doors Inc
NOTICE OF ACCEPTANCE:EVIDEN�"ESIJBMYTD • ••'
A. DRAWINGS
1. Manufacturer's die drawings and sections. •. . . .. ... ..
2. Drawing No 05-TRA-0003,titled"Coastal-240-$irL4p . .. . .lbw I age
Missile Impact Resistant",Sheets 1 through 3 of 3,*pripased by-*F"Iu'
Bennardo,P.E.,dated 01/13/03 with revision"2"on 12/21/05,signed and sealed
by Frank L.Bennardo,P.E.
B. TESTS
1. Test reports onl)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 Resistance,per FBC 2411.3.2.1 and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single
hung window,prepared by American Test Lab.of South Florida,Test Report No.
ATL-0713.01-99,dated 10/07/99,signed and sealed by William R. Mehner,P.E.
and Henry Hattem,P.E. With addendum letter dated 2/23/00, signed and sealed
by William R.Menner,P.E.
"Submitted under NOA#02-1120.03-
2. Test reports onl)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 Resistance,per FBC 2411.3.2.1 and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-2363,dated July 22, 1999, signed and sealed by Jose D.Mitran,P.E.
"Submitted under NOA#02-1120.03"
C. CALCULATIONS:
1. Revised Anchor calculations and structural analysis,prepared by Frank L.
Bennardo,P.E. Consulting Engineer dated 09/22/05, signed and sealed by Frank
L.Bennardo,P.E.
Complies with ASTM E 1300-02
D. QUALITY ASSURANCE
1. Miami Dade Building Code ComplianatTffice(B
e F.Gonzalez,P.E.
r,Building Code Compliance Office
NOA No 05-0930.03
Expiration Date: March 17,2008
E-1 Approval Date:March 23,2006
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TRACO Security Windows&Doors,Inc.
NOTICE OF ACCEPTANCE: EV]j)ENCE:31MMixD % % ••
E. MATERIAL CERTIFICATION:
1. Notice of Acceptance No. 04-0721.01 issued to IS"Industries,Ina-for"-Tapcon
Concrete Anchors"dated 03/09/06 expiring on 6 j/*j 1; % %•
2. Notice of Acceptance No.03-0421.02 issued to Solhtj, 00 t01:"Sa�Qex.171G
PVB Polyvinyl Butyral Interlayer"dated 01/08/04,expiring on 05/21/06.
3• Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for
"Laminated Glass with Butacite®as Interlayer"dated 01/06/06,expiring on
12/11/10.
E. STATEMENTS:
1. Statement letter of conformance and no financial interest 09/02/05, signed and
sealed by Frank L.Bennardo,P.E.
G. OTHER
1. Notice of Acceptance No.02-1120.03,issued to TRACO Security Windows &
Doors,Inc.for their Series"Coastal-240"Aluminum Single Hung Window—
Impact Resistant,approved on 02/06/03 and expiring on 03/17/08.
erminio F.Go alez,P.E.
r,Building Code Compliance Office
NOA No 05-0930.03
Expiration Date: March 17,2008
E-2 Approval Date:March 23,2006
COASTAL-240 SINGLE HUNG WINDOW PRANY.L.BENNARDO,P.E.
LARGE MISSILE IMPACT RESISTANT Tft
a7 7/e"
D.L.0.(FIX.LRE)
61/4"MAX. 131/2"MAX, DESIGN LOAD CAPACITY(PSF) GENERAL NOTES:
AT HEAD/SILL CORNERS AT HEAD LL NUM OF 5/16"LAMINATED
A I I WINDOW DIMS. 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED Cj</{ }'.N
ANCHORS ANNEALED GLASS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE,HIGH 2 LL Q M qt o
-T VELOCITY HURRICANE ZONES,MIAMI-DADE COUNTY PROTOCOLS TAS S A 0
W
WIDTH HEIGHT h O-' 201,202&203,AND ASTM E 1300.98. W W 1 =
6'MAX AT EXT.(+) INT,(-) 1 Z ()m
]AMB CORNERS (7 11=J-Z
19 1/8" 4 2 62.0 62.0 2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 8 Z W 11'� W
THE DESIGN OF THIS SYSTEM, WIND LOAD DURATION FACTOR Cd-1.6 W X Z W
ro / 26 1/2" 4 2 62.0 62,0 HAS BEEN USED FOR WOOD ANCHOR DESIGN. (7 D ?
5/16" NAL L� 26"
n 5 I 37�� 4 2 62.0 62.0 Z Z D a (0
o pLAM, 53 1/8° 4 2 62.0 62.0 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR N I H HH W
A 19 1/8" 4 2 62.0 62.0 USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A -J It
B 26 1/2 38-3/8" 4 2 62.0 62.0 ]OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. J 0
Y0) ZQa
d 5�'MAX(TP 37„ 4 2 62,0 62.0 Z U
= AT MTG RAIL 53 1/8" 4.THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI-DADE 0 O^ E
5 3 62.0 62.0
,a;3 19 1/8" COUNTY PROTOCOLS TAS-201,TAS-202,&TAS-203 AS REFERENCED IN LL U �m�
n g 6 2 62.0 62.0 TEST REPORTS#0713.01-99 BY AMERICAN TEST LAB(ATL)ऻ BY
26 1/2" 50-5/8" 6 2 1 62.0 62.0 FENESTRATION TESTING LABORATORY(FTL). MULTIPLE UNITS MUST
3 14"MAX 37" 6 2 62,0 62.0 BE INSTALLED USING MIAMI-DADE COUNTY BCCO-APPROVED
AT]AMBS 53 1/8" 7 3 62.0 62.0 STRUCTURAL MULLIONS,
x 19 1/8" 7 2 62.0 62,0
2631/2" 57„ 7 2 62.0 62.0 5,THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT
dml / SEE CHART FOR 37„ 7 2 11 62.0 62,0 PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS p3 f•
> d NO.OF ANCHORS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED S<
PER]AMB 53 1/8" 7 3 62.0 62.0 ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
C 7 2 _ 62,0 62.0 DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT,
7 2 62.0 62.0
JAMB CORNERS 6Y4'MAX AT3T' 63' 7 2 62.0 62.0 6.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING i Z
53 1/8" 8 4 62.0 62.0 STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS ¢g
MAX. 19 1/8" 7 2 62.0 62,0 (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO L� a
AT HEAD/SILL 26 1/2" 74-1/4" 7 2 62.0 62,0 THE EXISTING STRUCTURE, I I Z
47 I 37'� 7 2 62.0 62.0 " g
/8' S3 1/4" 7.PANELS GLAZED WITH 5/16"LAMINATED GLASS(BY'GUARDIAN'OR
8 4 62.0 62,0
O.L.O.(VENT) 'TEMPGLASS')ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT a n p
c
501/4' (9)"MTG IMPACT RESISTANT SHUTTERS."MTG BALL"INDICATES NUMBER OF
VENT WIDTH ANCHORS AT HORIZONTAL MEETING RAIL 8,ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S $ _
ENDS AT JAMBS(EACH END) SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR ZS
531/0 MAX, Cl)"TOTAL"INDICATES TOTAL NUMBER OF EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL
WINDOW WIDTH ANCHORS AT EACH JAMB(INCLUDES DRESSING. ••••
"RAILANCHORS) • •
TYPICAL ELEVATION "MTG 9.ALL STEEL IN CONTACT WITH ALUtNUM•j9Ay-BE PAINTEDW• •••• •
PLATED, •• • Y••• p
g� LARGE MISSILE IMPACT RESISTA•T WINDOWS • �_ ••
(y 1/8"ANN.GLASS 1/8"ANN.GLASS ` SHUTTERS NOT REQdll�s• • •
dit .090 INTERLAYER SAFLEX PVB .090INTERIAYER BUTACRE PVB TYPICAL ANCHORS: •••• • • ^ •
LAMINATED BY'SOLUTIA' • • •••••• ,y
MFG.NN.GLASS
#10 SMS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 0000 • G •
1/8"ANN.GLASS 1-3/8"MIN.PENETRATION INTO WOOD •
1/8"ANN.GLASS
�i SILICONE SILICONE **:*a: •••• •
DOW CORNING 1199 DOW CORNING 1199 3/16'TAPCONS(BY ELCO)OR •
EQUIV.CONC,ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. •• •• 0000
••
Pf"UCMt MV •
INTO 28Y WOOD BUCKS OR WOOD STRUCTURE •� M��� •
LL 7 7 T 1.3/8'MLN.PENETRATION INTO WOOD wY1r��C•b•
~AL
No-46L. 1� •
3/16"TA,PCONS(BY ELCO)OR ••
W •
i i w EQUIV.LONC.ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. ••••
=7 E y THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY •• • O�= O 03
O 8 L 3 $ 8 13 1-1/4"MIN.EMBED INTO CONC.OR MASONRY e
e:•
2 2 �� ••: oeICNPTION:
SEALANTS:
„ 5/16'OVERALL LAM.ANN.GLASS 5/16"OVERALL LAM.ANN.GLASS
@q LAMINATED BY'GUARDIAN' GLAZING OPTIONS LAMINATED BY TEMPGLASS' FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504.
H
FRANK L.BENNARDO,P.E.
TYPICAL ANCHORS WOOD BUCKS ITEM NO. PART NUMBER M PE0046549
SEE EIEV.FOR SPACING (BY OTHERS),MUST SUSTAIN ALL QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 1 050-00-572 1 FRAME HEAD 6063.76 OS
THEM TO THE BUILDING STRUCTURE, 2 050 00-3081 FRAME SILL
e a 6063-T6
a
1/4"MAX. 3 050-00-586 2 FRAME]AMB 6063-TS
�
SHIM 4 051-00-571 1 VENT TOP 6063-T6
5 051-00.548 1 VENT BOTTOM 6063-T5
6 050.00.570 2 VENT SIDE 6063-T6
O 7 051.00-573 1 FIXED MEETING RAIL 6063-T6 LIJ
LLl V ••
p1 t 2 8 050-00.569 4/LITE GLASS S7T1P 6063-T6 a =J Z
9 012-00.835 AS REQD, FRAME ASSEMBLY SCREW #8 X 1"PHPH SMS Z W LL W
B 10 012-00-835 AS REQD. VENT ASSEMBLY SCREW #8 X 1"PHPH SMS LU I K Z Z
13
11 046-00-098 AS READ. W'STRIPPING(FABRIC COATED FOAM) SCHLEGEL Q-LON.375 X.190 UJ HZ 2:O�gW W
12 046-16-102 12 SETTING BLOCK.10"X.30"X 1.5/8'LONG 5"FROM ENDS B A7 M[DSPAN It N 4r
13 AS REQD. GLAZING COMPOUND SILICONE DOW 1199 Z
j
14 007-10-016 2 SWEEP LOCK(AT 6-3/4'FROM ENDS) ZINC CAST MARBOLLO I_.._ _i LL 0 p m 2
kJ v 555 U 15 046.16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS(5/8'BOX)
16 050-00-718 1 SNAP LATCH 3-LONG W/SPRING 6063-TS AT MID WIDTH
17 046-DO-010 AS REQD. BULB VINYL WISORG
18 _
,$ a 20 047-00-035 AS REQD. F[N SEAL PILE
14 AMESBURY 180%150 OR EQUIV. 2 a
t3 Zl 012-00-130
12 4 #10 X 1'PHPH SMS Y!R{O
4 MTG.RAIL ASSEMBLY SCREW z-
21 _ TYPICAL ANCHORS -T a
SEE ELEV.FOR SPACING
z
1/4"MAX. 0
B SHIM®JAMBS ��H
W 10
7 '� 12 VENT WIDTH n N Q
W 1BY OR 29Y R+
11 WOOD BUCK D.L.OPG.
WINDOW HEIGHT 21 I Oua
20 6
F D.L.OPG16 .
4` 5rt V N7 HEIGHT 0 20 0
p
10 1L • • fi�tj. •
j 2 SCREEN OPT. �� •••• I
3 9
11 2 D.L.OPG. •• 41: • •
' RSl ••••
WINDOW WIDTH • �' • • •
EXTERIOR • • ••••••
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M I A M I•DADE MIAMI-DADE COUNTY,FLORIDA
VETR06DADE•FLA!.,LER BUiLDWO
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WkSt A AGI•ER6TR*ED1P,SUfF4 1§03
PRODUCT CONTROL DIVISION ; ; dIIAMI,FLd1MA 33430-I§63
1305)575-29M FAX'(305)375-2408
NOTICE OF ACCEPTANCE (NOA)
Traco Security Windows&Doors •. •• ••
5100 NW 72°d Ave.
:.. ..'
Miami,F133166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series"5758(245-545)"Aluminum Fixed Window
APPROVAL DOCUMENT:Drawing No.02-0177,titled"Series:PW-5758(545)Alum.Fixed Window Large
Missile",sheets 1 through 4 of 4,prepared by manufacturer,dated 2/11/02 with revision on 8/27/02,signed and
sealed by Kelvyn A.Whitfield,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 Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman,P.E.
NOA No 02-0124.02
Expiration Date:October 17,2007
Approval Date:October 17,2002
Page 1
KELVYN A. WHITFIELD
MECHANICAL ENGINEER
1008 Ni u6 ff—10AW FL 81161
TXL (805)659-1280
FAX (805) 696-9976
62'F,W,
TMWZ '
6' MAX, D,L,❑ MAX,
FROM ENDS 58112, 60" F.W. /6a��tD
5100 N.W. 71 ND.AVENUE
k#W Fl.ORDA 33186
6' MAX. D,LO, MAX. PHONE: (306)591-8200
FROM ENDS 56 1/2'
M=S: FW-6768 ( 645 )
ALUM. FDMD WINDOW
LARGE WSSLE
JOB NO.: 02-0177
ci DWG. NO.: 08-0177
DATE: 02/11/02
_ D.L.O. MAX, BCALSO
86'F.H, a` D,L,O, MAX, o ` 56 1/2' DIG. BY: D.1[
82 /2'
SHEET 1 OF 4
REVISIONS DESCRIPTION
NO. U71Z
1 VV102 AS M DW COU FN EQ
FROM ENDS
9 3/5' MAX, C.C.
6' MAX,
FROM ENDS AT HEAD/SILL KELVYN A. WHITFIELD
MECH. ENGINEER.
FLA. PE # 24140
8 1/3' MAX, C,C,
AT HEAD/SILL
FTL: 3202 FTL. 3203 '.. .... gfr�lo• •
_ ... Ow •
DESIGN PRESSURE RATING WITH DESIGN PRESSURE RATING WITH ... .. 0 •
7\16' LAMINATED GLASS 3/16' 7\16' LAMINATED GLASS 3/16' �••
TEMP, ,100 INNER LAYER SAF- H,S, ,090 INNER LAYER SAFLEX •""•
GLASS 3/16' TEMP, GLASS /KEEPSEFE 3/16' H.S. GLASS •• •ApprwW0 lro roa 0 0:
• •
POSITIVE 120,0 PSF POSITIVE 90,0 PSF •=o ...
NEGATIVE 120.0 PSF NEGATIVE 90,0 PSF •� NGA"
.9r
....
KELVYN A. WHITFIELD
MECHANICAL ENGINEER
I x WOOD BUCK 0.100 INNER
1/4-- 3' TAPCON WITH A 1 1 4' sow Nd lie 4r-MM10 FL 8801
/ / -SW-GLASS
�URm I TIL (006)489-100
MIN. EMBEDMENT INTO CONCRETE /i 911 OR 995 -) 3/t .c s FAX (005)00111-9416
SEE ELEVATIONS FOR SPACINGS.
° (USE 3/18' TAPCON FOR UNITS SI E
SILICONE
BASED ON FTL 3203)
7 �� 111Jf31�J�1J& D01%bo.
5100 N.W.71 ND.AVENUE
MIAMI FLORIDA 33166
7 r PHONE: (305) 591-0990
3 BERIEB: PW-5758 ( 545 )
1 ALUM. FDMD WINDOW
8 LARGE WSSLE
5
2
6 GLAZING DETAIL JOS NO.: 0E-0177
6
H
7\15' GLASS LARGE MISSILE D1/6. NO.: 02-0177
L=7 F L 3202 DATE: 08 11 08
OLj
= SCALE:
J
W a Fi - - DWG. BY: D.M
X _. - - 4
0090 INNER SHEET 2 OF 4
W > EEPSAFE
x 3/111e99 Hbj• 3/1f79C•s;,g.OR0996 REVISIONS DESCRIPTION
� SILICONE
2 SILNX)NE NO. DA1'E
6 e 8 3 i 1111117102 As pas D=cou►�rr UQ.
s
1 9 7
r
KELVYN A. WHITFIELD
MECH. ENGINEER.
FLA. PE # 24140
•Y . ':.. �' • a•• ••. GLAZING DETAIL : •• •••••• ••• •
' 1/4"-3" TAPCON WITH A 1 1/4" 7\16" GLASS LARGE MISSILE •• • ••••
MIN. EMBEDMENT INTO CONCRETE FTL 3203 ••• •• •• • • •
SEE ELEVATIONS FOR SPACINGS.
(USE 3/15' TAPCON FOR UNITS ••• •• • • •
BASED ON FTL 3203) •• •
gmissml �
e ••VERTICAL CROSS SECTION •• • ••*...
•• • •
• •
• • •••• ••• •
•
Go
KELVYN A. WHITFIELD
MECHANICAL ENGINEER
3002 NA lie 5!-Num YL eelel
1/4"-3" TAPCON WITH A 1 1/4* 1/4'-3' TAPCON WITH A 1 1/4' (50)5oe_3�
MIN. EMBEDMENT INTO CONCRETE MIN. EMBEDMENT INTO CONCRETE
SEE ELEVATIONS FOR SPACINGS. SEE ELEVATIONS FOR SPACINGS.
(USE 3/18' TAPCON FOR UNITS lex.00o 8"cx (USE
3/16-
FOR UNITS
BASED ON FTL 3203) 3-x WO(J ID ZOC.3, BASED ON FTL 3203) •
8eaed4MYiswlDsm,3s.
2 2 .v : 3100 N.W. 72 ND.AVENUE
7
WAMI FLORIDA 371 ea
PHONE (305) 501-5220
3 3 . SERI68: PW-8788 ( 848 )
ALUM. FD= WINDOW
.' 6 .'• LARGE MISSILE
6
l0H NO.: 08-0177
e i I 1 o
DWG. NO.: 02-0177
DATE: 00/11/02
7 6 6 8CALE:
r •'� DWG. BY: D.M
9 4 5 SHEET 3 OF 4
/9
1 9 REVISIONS DESCRIPTION
D.L.O. N0. DRE
MAX WINDOW WIDTH 1 /v/02 A8 PER am=w REQ,
EXTERIOR
HORIZONTAL CROSS SECTION KELVYN A. WHITFIELD
MECH. ENGINEER.
FLA. PE 1f 24140
7 • • ,P,w•3 ,.5.,w e»
• • ow 0 0 .•.
• •
.• .•NO •••
• •
• • •••• ••• •
•
BILL OF MATERIALS KELVYN A. WHITFIELD
�+—01093 MECHANICAL ENGINEER
ITEM # DESCRIPTION PART NUMBER ALLOY / TEMP. COMMENTS
ioa> ff-
0.062 1 FRAME(HEAD,SILL JAMB) 050-544 6063-T5 SEG-705 TsL (am)
n=at
mes—gs•-irso
2 FRAME COVER 050-761 6063-T5 ------
1.781 I=il 91 9 3 GLASS STOP 050-760 6063-T5 ------
0,5005100
-----0,500a 4 7/16' GLASS PC & PVB GLASS ------ MIAMI nDROA 33160
PHONE: (305) 691-8090
BOMPON SPACER 014-049 ------ .150 SJ-5306 CUR
0,184 � 5 SERIES: P>r-6766 ( 646 )
5 SILICONE SEALANT 024-043 ------ DOW CORNING 995 OR 1199 ALUM. FWD WOMW
LARGE MI9BLE
7 FRAME ASSEMBLY SCR. 012-131 ------ #10 X 1.000,PhFH SMS JOB NO.: 08-0177
2,750
g INSTALLATION SCREW ------ ------ 3/16' OR 1/4'TAPCONS DWO. NO.: 08-0177
IMPACT P.W FRAME (SEG 050-544) g SETTING BLOCK 048-103 ------ WV-5848 SANTOPRENE DATE: 02/11/02
SCALE:
D1/O. BY: DX
SHEET 4 OF 4
REVISIONS DESCRIPTION
NO. ma
1,2so
! DIVI AS M DPM OO M�9
1.250
0.472 �— KELVYN A. WHITFIELD
0.e75 -- 0987 MECH. ENGINEER.
FLA. PE # 24140
0,281 0,0eo
�— —•-I •
...
. . .... .
0,093 0.050 0.750 0,125 • •
•• • 0000
•0• •
GLASS STOP (SEG 050-780) FRAME COVER (SEG 050-761) ••• •• • 6004
•• •
NO-
0
rrw♦tfaM •• •000• •0• •
• • 0000 :0 a
•
•
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
MIAMI�I:>�1DE MIAMI-DADE COUNTY,FLORIDA
&%TR,6UADSIiC,A(:LER BUILDING:
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WF%e-Fl:9QdR S:1'RBBR+S * i563
PRODUCT CONTROL DIVISION *.* '01AMI��iLORID A 33U 1 0-
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA) 0* 0 0 . 00 ..
Traco Windows&Doors '. ... . . .. .
71Progress Ave. V. :
Cranberry Township,PA 16066
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHI).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHI (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 Al-IJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Series-ci200/1000 Aluminum Casement Window-Impact
APPROVAL DOCUMENT:Drawing No.06-TRA-0002,titled"Series C1200/1000 Aluminum Casement
Window",Sheets I thru 3 of 3,prepared by Engineering Express,dated 06/19/06,with last revision on 10/19/06,
signed by sealed by Frank L.Bernardo,P.E.,bearing the Miami-Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or 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#01-0606.03,and consists of this page 1 and evidence pages E-1 and E-2,as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No 06-0706.18
Expiration Date:January 10,2011
Approval Date:November 30,2006
Pagel
. ... . . ...
% .. . . % ..
. . ... . . . .. ...
Traco Windows &Doors,Inc.
• • •
ON
. . . . . .
NOTICE OF ACCEPTANCE: EVIDENCE SUB NII'T.l.w
A. DRAWINGS
1. Manufacturer's die drawings and sections. ." : : .'. •" •••
... . . . . . .
.
2. Drawing No.06-TRA-0002,titled"Series 01200/1000 Aluminum Date $it:Win$
Sheets 1 thru 3 of 3,prepared by Engineering Express,dated 06119/06'with last revision
on 10/19/06,signed by sealed by Frank L.Bennardo,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.
2)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94.
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Resistance Test,per AAMA 1302.5.
5)Large Missile Impact Test,per FBC,TAS 201-94.
6)Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94.
along with installation diagram of an XX configuration 74"wide by 50 5/8"high
aluminum casement window glazed with 5/16"annealed Saflex IIIG,prepared by
Fenestration Testing Laboratory report No. FTL-2794,dated January 29,2001, signed and
sealed by Luis Antonio Figueredo,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.
2)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94.
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Resistance Test,per AAMA 1302.5.
along with installation diagram of an XX configuration 74"wide by 63"high aluminum
casement window glazed with 3/16"annealed glass,prepared by Fenestration Testing
Laboratory report No.FTL-2886,dated November 27,2000,signed and sealed by Jose
Antonio Acevedo,P.E.
3. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94.
2)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94.
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Resistance Test,per AAMA 1302.5.
5)Large Missile Impact Test,per SFBC,TAS 201-94.
6)Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94.
along with installation diagram of an X configuration 37"wide by 63"high aluminum
casement window glazed with 5/16"annealed Saflex IIIG,prepared by Fenestration
Testing Laboratory report No.FTL-2781,dated January 16,2001, signed and sealed by
Luis Antonio Figueredo,P.E.
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.
2)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94.
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Resistance Test,per A A 1
Jaime D.Gasco ,P.E.
Chief,Product Control Division
NOA No 06-0706.18
Expiration Date:January 10,2011
Approval Date:November 30,2006
E-1
Traco Windows &Doors,Inc. .••
NOTICE OF ACCEPTANCE: EVIDENCE SUBIL*WD .:. •: •
along with installation diagram of an X configuration 37"wide by §3; i
high slur num ••
casement window glazed with 1/4"annealed glass,prepared byFentslrafioe jgtj4g •' .
Laboratory report No.FTL-2878,dated November 27,2000,si ajd spildi by'Jose•••
Antonio Acevedo,P.E.
C. CALCULATIONS
1. Revised Anchor Calculations and,prepared by Frank L.Bernardo,P.E.,and Consulting
Engineer, dated 10/19/06,signed and sealed by Frank Bernardo,P.E.
Complies with ASTM E1300-02
No 1/3 stress increase used in anchors into masonry or steel substrate.
D. QUALITY ASSURANCE
1. Miami-Dade County Building Code Compliance Office.
E. MATERIALS
1. Notice of Acceptance No. 06-0216.06,issued to Solutia Inc. for"Saflex RIG Clear or
Colored Interlayer"dated 05/04/06,expiring on 05/21/112.
F. STATEMENTS
1. Statement letter of no financial interest,dated 06/21/06,signed and sealed by Frank
Bennardo,P.E.
2. Statement letter of conformance,dated 06/15/06, signed and sealed by Frank Bennardo,
P.E.
G. OTHER
1. Letter from the consultant,dated 10/27/06, stating that the product is in compliance with
Florida Building Code(FBC).
Jaime D.Gascon, .E.
Chief,Product Control Division
NOA No 06-0706.18
Expiration Date:January 10,2011
E-2 Approval Date:November 30,2006
SERIES C1200/1000 ALUMINUM CASEMENT WINDOW FRANK
4659EgNNAR�O,P E.
LARGE MISSILE IMPACT RESISTANT
O �
DESIGN LOAD SCHEDULE Z b"
FRAME WIDTH O <�
PER DESIGN LOAD SCHED FRAME FRAME ANDIOPS ANDgRS AT ALLOWABLE PRESSURES cl ?
VENT WIDTH WIDTH HEIGHT PER. HEAD/SRL (POS) (NEG) LW VJ >u U s!
= FRAME WIDTH - 1 7/8" 191/8" 2 2 +80.0 -80.0 sf n O
261/2
26" 2 2 +80.0 f -80.0 sf Z/�Q j U LL-x:w
D.L.O. 37" 3 3 +80.0 f -80,0 sf L:J� <a U'
FRAME WIDTH - 6 3/4" 19 1/8 3 2 +80.0 -80.0 sf u m m$o
26 1/2" 38 3/8" 3 2 +80.0 f -80,0 sf Z ry D
F 3T a z- +80.0 eo.o WWW "W
SURFACE APPLIED 19 1/8 sf 4 2 +80.0 -80.0 sf 3 LL^
z FALSE MUNTINS 2 26 1/2" 505/8, 4 2 +80.0 sf 80.0 of J z a 3
OPTIONAL 37" 5 3 +80.0 -80.0 sf ��-�Ill
D
1 Ill
191 a 2 +80.0 sf -80.0 sf a
26 1/2" 63' S 3
U w 37" 6 3 +73.5 sf -73.5 psf
Z 19 1/8
74 1/4" 5 3 +80.0 sf -80.0 f
C 261/2" 6 3 +62.2 sf -62.2 f
" ^a�
-1- NOTES:
' 26"HIGH WINDOWS TO HAVE ONE LATCH ONLY 5p
I / TYR ANCHOR LOCATIONS, <8d 3 w
QUANTITY PER DESIGN ���F U
r------J-ii _ LOAD SCHEDULE Q(; f-r ��
2 GENERAL NOTES:
w -_ ____ _____ 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN
a = m ----- ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE,HIGH VELOCITY 0
} / I i^ HURRICANE ZONES,MIAMI-DADE COUNTY PROTOCOLS TAS 201,202 B 203, 3 _
U p " AND ASTM E 1300-02.
w O 2; p x aa;< 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN 7 u i
o a USED FOR WOOD ANCHOR DESIGN. S
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE g x
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC m
n n < BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
4. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI-DADE COUNTY
ISI BCCO-APPROVED STRUCTURAL MULLIONS,
I \ 1 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
1 SURFACE MOUNTED THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
L
$$$g J J LEVER TYPE LOCK, ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN a
l ----g r---- II (2)PER UNIT TYR CONJUNCTION WITH THIS DOCUMENT.
! l T ! 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING r
\ N STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS, WOOD BUCKS(BY •••• "
OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE • • FL •
EXISTING STRUCTURE. • • •••• I� •
7. PANELS GLAZED WITH 5/16"or 7/16"LAMINATED GLASS(LAMINATED •••• •••• •
BY'DUPONT'OR'SOLUTIA')ARE LARGE MISSILE IMPACT RESISTANT AND DO • • • •
NOT REQUIRE IMPACT RESISTANT SHUTTERS. •• • ,I I•
_ 8. EXTERIOR SEAM OF FRAME CORNERS SEALED WITH SILICONE. VENT B ••••••
f FRAME CORNERS SEALED WITH SEALANT. .••�.• • �r••••m
9 9, ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED
7"MAX OTHERWISE. g•
•••• • • u
AT EACH 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.• • •••••• •
CORNER • 06-V4Q@52
Raaf r a+r!1 .0
1 TYPICAL ELEVATION KALE' of
�Qf¢ $. o
1 1"-1'-0" EXTER ELEV • •
9
,gyp •• ••••
FRi • • •
• • • • • •
FRANK L.BENNARDO,P.E.
Ix OR 2x WOOD BUCK 1/4"MAX ` 0 PE9046549
EXISTINGSTRUCTURE Ix OR 2x WOOD STRUCTURE (OPTIONAL) SHIM r
BUCK(OPTIONAL) EXISTING HOST / ANCHORS PER ANCHOR SCHEDULE,
EMBED
1/4"MAX SPACED PER TYP ELEVATION&
rHIM
DEff SIGN LOAD SCHEDULE SCREEN9
EDGE DIST = 5 1 6 INTERIOR (OPTIONAL) Z
F f
Ir
1.65" "MIN EMBED - ao EMBED _ZF1� o p"'M
c 4 t' LL® #n4
6 11/4"MAX SHIM
` W't' OLLb:O
ANCHORS PER ANCHOR '? 7T/
8 SCHEDULE,SPACED PER Z j
0.815 1 TYP ELEVATION&DESIGN /� w �( Q W
& 6 LOAD SCHEDULE w EXTERIOR — W/ Z n m w$
D.L.O.
VENT WIDTH �o�
4 FRAME WIDTH <
Z TYPICAL SECTION
,—SCREEN z
(OPTIONAL) 6"=1'-0" HORIZ SECT i
SILICONE 1/8"ANNEALED GLASS SILICONE 3/16"ANNEALED GLASS
F'F
0.090"PVB INTERLAYER 0.090"PVB INTERLAYER �". r.� <Q
1/8"ANNEALED GLASS 3/16"ANNEALED GLASS _
1/4"x 1/2"x 1/2"
F- 1/4"x 1/2"x 1/2" r• F+
_ SETTING BLOCKS 0
s SETTING BLOCKS
(USE AS REQUIRED) SILICONE 0 £
(USE AS REQUIRED) SILICONE o
3 � , �QN �Q�OWy
2 \ "D £U
w \ $�0
Zu 1 z n �`^w
ti
2 2
NOTE: GLAZING MAY NOTE: GLAZING MAY
\ BE LAMINATED BY \ BE LAMINATED BY
DUPONT OR SOLUTIA. ` / DUPONT OR SOLUTIA.
4 11 r35/16" GLAZING DETAIL 7/16" GLAZING DETAIL
Z 1:1 VERT SECT Z 1:1 VERT SECT L• I,
6 B�
d
5 ANCHOR NOTES: •••••• LLI
8 0.815
- ANCHOR SCHEDULE: •••• � :•®_
- 1. ENSURE MINIMUM 2-1/2"EDGE DISTANCE FOR ALL • '00•
j 6 • TO HOLLOW BLOCK OR CONCRETE: ANCHORS TO CONCRETE(MIN.3 Ksi)&TO HOLLOW BLOCK •• • •••• •
Ix CK O WOOD • • • I
1/4"MAX � BUCK(OPTIONAL) 1/4"TAPCONS(ELCO OR ITW)THRU WOOD (MIN.1.5 Ksl), EDGE DISTANCE OF 1"IS ACCEPTABLE FOR •• • }}* •
BUCKS OR DIRECTLY INTO MASONRY/CONCRETE ANCHORS TO STEEL OR ALUMINUM. •••••• a
S SHIM -I-- _ ANCHORS PER WITH 1-1/2"MIN EMBED, 2. WOOD ANCHORS SHALL BE INSTALLED WITH 1"MIN • • _
F ANCHOR SCHED, EDGE DISTANCE. WOOD STUD SHALL BE"SOUTHERN PINE" •••••• r •
1. - "MIN SPACED PER TYP • TO WOOD BUCK OR HOST STRUCTURE: G=0.55 OR GREATER DENSITY. •••• • • j
ELEVATION& 1/4'TAPCONS(ELCO OR ITW)WITH 1-1/2"MIN 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR. • •••••• � •
EDGE DIST DESIGN LOAD THREAD PENETRATION. SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE •••• •
SCHEDULE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. TBpyggO •• DE)-j -.PQ 2
EMBED • TO STEEL OR 6063-TS OR 6063-T6 ALUM 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH••� Brr !: - 01
EXISTING HOST MULLION: MANUFACTURERS'RECOMMENDATIONS. AO
/ STRUCTURE #14 SMS OR 1/4"SELF-DRILING METAL SCREWS 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, •• •p
/� /� (1/8"MIN THICKNESS). EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT LyYi• - •
TYPICAL S'EC
ECTION FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, •• _
g NOT INTO PLYWOOD. • 0000 T
R • •
d 2 6"�1'-0" VERT SECT •
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. ... . . . ...
MIAMI-DIADE •
. ... . . . . ...
MIAMI-DADF,COUNTY FWIVDA
BUILDING CODE COMPLIANCE OFFICE(BCCO) '•' &MR0-8jE:FI#1GLFiR jU4bING
PRODUCT CONTROL DIMION 140*Ektf'LAG"ER MEET;§glV 1603
. • MIAMI,FLURIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
TRACO Windows &Doors •• buildin a� 'e.com
71 Progress Avenue •'• Goo
i i •' •
Cranberry Township,PA 16066 •• ••• ••
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed'by.
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida BuildinCode,the High Velocity Hurricane Zone. g
DESCRIPTION: Series"Doral Y1 Outswing Aluminum Patio Door
APPROVAL DOCUMENT:Drawing No.04-113-001B,titled"Series"Doral 3"Outswing Aluminum Patio
Door(Large Missile)",sheets 1 through 6 of 6,prepared by Frank L.Bennardo,P.E.,Inc.Consulting Engineers,
dated 01/21/04 with revision"1"on 09/06/05,signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-
Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami-Dade County Product Control Division.
MISSILE IMPACT RATING:Large and Small Missile Impact
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#04-0122.17 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 Herminio F.Gonzalez,P.E.,Director,BCCO
NOA No 05-1003.09
Expiration Date:April 22,2009
Approval Date:January 26,2006
Page 1
. ... . . . ...
TRACO Windows&Doors Inc. see es:
NOTICE OF ACCEPTANCE: EVIDENCE PXGU •"
A. DRAWINGS .. . . . .. •.. •..
" . . . . . . •
1. Manufacturer's die drawings and sections. f :0 "
2. Drawing No.04-113-001B,titled"Series Doral 3 Outswing.Alumi;u6 VAc;I;0b r
(Large Missile).", sheets 1 through 6 of 6,prepared by Frank L.Bennardo,P.E. Inc.
Consulting Engineers,dated 01/21/04 with revision"1"on 09/06/05, signed and
sealed by Frank L.Bennardo,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 and TAS 202-94
Along with installation diagram of an outswinging aluminum patio door,prepared by
Hurricane Test Laboratory,Inc.,Test Report No.0021-1007-03 with specimen number
2,4,6,dated 10/29-11/25/03,signed and sealed by Vinu J.Abraham,P.E.
"Submitted under NOA#040122.17"
2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
3)Small Missile Impact Test per FBC,TAS 201-94
Along with installation diagram of an outswinging aluminum patio door,prepared by
Hurricane Test Laboratory,Inc.,Test Report No.0021-1007-03 with specimen number
5,dated 11/18-19/03,signed and sealed by Vinu J.Abraham,P.E.
"Submitted under NOA#040122.17"
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
3)Large Missile Impact Test per FBC,TAS 201-94
Along with installation diagram of an outswinging aluminum patio door,prepared by
Hurricane Test Laboratory,Inc.,Test Report No.0021-1007-03 with specimen number
1,dated 10/14-16/03, signed and sealed by Vinu J. Abraham,P.E.
"Submitted under NOA#04-0122.17"
C. CALCULATIONS
1. Revised Anchor Calculation and Structural analysis,prepared by Frank L.Bennardo,
P.E.Consulting Engineer,dated 09/06/05,signed and sealed by Frank L. Bennardo,
P.E.
Complies with ASTM E1300-98.
No 1/3 stress increase used in anchors into my r st b rate
Herminio F.Gonzalez,P.E.
DEWr,Building Code Compliance Office
NOA No 05-1003.09
Expiration Date:April 22,2009
Approval Date:January 26,2006
E-1
. . ... . . . ...
•
TRACO Windows &Doors Inc. •• ••
NOTICE OF ACCEPTANCE: EVIDENCE%AGX* •
D. QUALITY ASSURANCE •• ••• ••
1. Miami Dade Building Code Compliance Office(BCCO). ••• •; •
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01-0205.02 issued to"Solutia Inc."for"SaflexIIG PVB
Interlayer for Laminated Glass"dated 05/17/01,expiring on 05/21/06.
F. STATEMENTS
1. Statement letter of code compliance and no financial interest, dated 09/06/05, signed
and sealed by Frank L.Bennardo,P.E.
G. STATEMENTS
1. Letter from consultant,dated 12/06/05, stating that the product is in compliance with
the Florida Building Code(FBC).
2. Notice of Acceptance No. 04-0122.17,issued to TRACO Windows &Doors,for their
"Series Doral Outswing Patio Door(L.M.I.)",approved on 04/22/04 and expiring on
04/22/09.
Herminio F.Gonzalez,P.E.
Director,Building Code Compliance Office
NOA No 05-1003.09
Expiration Date:April 22,2009
Approval Date:January 26,2006
E-2
LARGE MISSILE IMPACT RESISTANT FRANK I.BENNARD0,P.I.
OUTSWING DOOR WITH SIDELITES p PE0018549
CLUSTER OF(6)ANCHORS FOR#12 SMS OR 3/16' GENERAL NOTES: 7"�05
TAPCON(SHOWN)OR CLUSTER OF(5)ANCHORS
FOR#14 SMS OR 1/4"TAPCON(NOT SHOWN)(RET 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN
ANCHOR NOTES,SHEET 3),3'MIN.SPACING DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA
BETWEEN CLUSTER ANCHORS(TYP.TOP&BOTTOM) OVERALL FRAME WIDTH BUILDING CODE 2004(HIGH VELOCITY HURRICANE ZONE)
(144" MAX) AND MIAMI-DADE COUNTY PROTOCOLS TAS 201,202&203. ci tq y
SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH z C <M
(36" MAX) (36" MAX) 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN ui W =c�
USED IN THE DESIGN OF THIS SYSTEM,WIND LOAD a? 0 i
TYPICAL LEAF PANEL WIDTH LEAF PANEL WIDTH DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ggg-Z w.j w
ANCHOR I (36" MAX) (36" MAX) 12.. ANCHOR DESIGN, LIj 0 Z i
MAX3. POSITIVE AND NEGATIVE DESIGN PRESSURES m F f w
CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE
-r— 6" MAX DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN N k2
- f TYP ACCORDANCE WITH THE GOVERNING CODE. Y Z Z A L,
Fx\/
4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED O0�/ PER MIAMI-DADE COUNTY PROTOCOLS TAS-201,TAS-202,&
TAS-203 AS REFERENCED IN TEST REPORT#0021-1007-03 BY
0HURRICANE TEST LABORATORY(HTL).
5A 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND
x ¢ v xQ DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR� SITE CONDITIONS DIFFERENT FROM THE CONDITIONSO DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED d e 0
< / D ARCHITECT SHALL APPLY FOR ONE-TIME APPROVAL AND na^
� o PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
o01 0 c CONJUNCTION WITH THIS DOCUMENT• ay'' mm i p 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THEEXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS,WOOD BUCKS(NOT BY TRACO)SHALL BE ANCHORED
owPROPERLY TO TRANSFER LOADS TO THE EXISTING
v� STRUCTURE. 0
7. DOORS PANELS GLAZED WITH 7/16"LAMINATED GLASS
ARE o REQUIRED EMISSILE IMPACT FOR ALL INSTALLATIONS. NO PROTECTION
8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE
\\ / < PAINTED OR PLATED. Ll -
x� •••A EXTERIOR ELEVATION: SNAP-MULLION SIDELITESAS SHOWN,OR OXX,XXO,0X0,X0,OX,or XX CONFIG ✓"mUSE TYP.JAMB FASTENING CONFIGURATION FOR ALL CASES,AS SHOWN DESIGN PRESSURES: �r'�•••
(N.T.S.) +55 PSF/ -60 PSF PAOB
DBaCRiPTION:
LARGE MISSILE IMPACT RESISTANT FMry00465x L.80110-,P.E.
MPE19
CLUSTER OF(9)ANCHORS FOR 12 SMOUTSWING DOOR WITH SIDELITES S OR 3/18" 05
TAPCON(SHOWN)OR CLUSTER OF(7)ANCHORS FOR
#14 SMS OR 1/4"TAPCON(NOT SHOWN)(REF ANCHOR
NOTES,SHEET 3),3'MIN.SPACING BETWEEN
CLUSTER ANCHORS(TYP.TOP 8 BOTTOM)
FRAME WIDTH - TESTED S17E =148" �j
SIDELITE PANEL WIDTH CO(36" MAX) SIDELITE PANEL WIDTH =W <n
(36" MAX) L W M
2" 2" aZ M.
d
24" pZ wLLw�
ul
00
h g yZ�
— -- — -- I MAX
m
6 M X
y —I� —�\ T1'P Zt� z<� 2
po z2ssz Fq
\ O Y m S a
Z
0
i 7 16" LAMINATED GLASS:
c
v 5B 3/16" HS x 0.090" SOLUTIA
/ \ a a SAFLEX PVB x 3/16" HS
z /
O \ T V O
O O _E)
a z 12 24 I ADHESIVE L =
° X
w w BEDDING
COMPOUND F w
in
J w \ I --� • •.... a
/ . • •
. . ••
\ \ • .. 0000
•
Q / \\\
5/ti• •• •• ••••••
\ / — i 0
TY 0 • •
L •••
\ / C GLAZING DETAICm4Fo&SIDELjrtr•: yr ••0
FULL SCALE •••
••••••
• • •••• �d • •
�xQd •• •• • •••
y 10.5"MAX TYP FOR#12SMSpgg / •••• W8 •••
TAPCON(NOT SHOWN)AND W W p • •
g FOR#14 SMS OR 1/4"TAPCON(SHOWN) •
r •••• •
• • • •••
§ •••• •
BEXTERIOR ELEVATION: TUBE-MULLION SIDELITES .�"°N"T , i�.Mt•� •••
AS SHOWN,OR OXX,XXo,oxo,XO,OX,XX,O,or CONFIG DESIGN PRESSURES: - 04-113-0018
USE TYP.]AMB FASTENING CONFIGURATION FOR ALL CASES,AS SHOWN 'J LAN
-11
(N.T.S.) +90 PSF/ -90 PSF �•� «+:
IMW.
EXISTING STRUCTURE FRANK L.S49 SENNAR00,P.E.
(OPTIONAL IX OR 2X WOOD N PE0046
SUCK NOT SHOWN)
p SEE ANCHOR NOTES FOR ANCHOR NOTE: 05
ES AND EMBEDMENT, SEE EXTERIOR AND INTERIOR FINISHES,
m p ELEVATION FOR LOCATIONS &
d BREAK METALS AND FLASHING
w SPACING. BY OTHERS.
iK
PERIM. SEAL /4" SHIM MAX. ;;EXISTING STRUCTUREui W =
p BY OTHERS BY INSTALLER 1/4" MAX. SHIM BY INSTALLER (OPTIONAL IX OR 7J( a 2 O M,�0
A 1 5 1 WOOD SUCK NOT =J Z'-
4 ALL SCREW HEADS TO SHOWN) $Z W LL$J W
E 28 BE SEALED 8Y INSTALLER LU AL6 L SCREW HEADS TO BE SEALED BY Z 13 0
TYP. AT HEAD AND SILL. INSTALLER TYP. AT JAMB. a O
2 LUSHBOLT ACTIVATION 4 ul- Z Z
LEVER ON INSIDE TOP ~ F H 9
16 AND BOTTOM AT ACTIVE O O a
PANEL ap
LL U 7 m l5
6 7
zs
17 28
= GLAZING
Z 4 _ EM3gD
LJ
g
CL
3 12
z Q 12 <' �
_ o l18 18 O SEE AJHOR 222555 w
O l9
4 AND TYPES t.
W PERIMETER SEAL EMBEDMENT. g
!x' EXTERIOR TYP. BY OTHERS a1 11�SEE ELEVAyO�IJ••• a JP
UJ •• 1., SPACING. • • ••
FRAME WIDTH 1/4„••0:0
:• ••
27 �- MASONRY OPENING • • •• ••••�•
NO SILL RISER 2 ASTRAGAL DETAIL JAMli 17�7/,►IL
MULLION IS USED. S
•. �� •
28 26 REQ'D WHEN SNAP HALF SCALE HALF 5 CE•• ••••• •
•
5 In
•• ••• • • •••
ANCHOR NOTES:
6606 1
b 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ••• • • x d •••
l FIELD RECOMMENDATIONS. • •
28 APPLIED 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL,EXCLUDING STUCCO OR OTHER • •••• •
SEAL WALL FINISH. • • • •••
3. BASE MATERIAL SHALL BE WOOD(G=0.55 OR GREATER SPECIFIC GRAVITY), • • •
— GROUT-FILLED BLOCK p ) •• • •
LL SEE ANCHOR NOTES FOR o _-- (MIN 2000 sl COMPRESSIVE STRENGTH FOR GROUT),OR CONCRETE ••• .••
w _�_' (MIN 3000 PSI). •
ANCHOR TYPES AND 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. • • I ' ' . •
EMBEDMENT. SEE ELEVATION I w STRUCTURE 5. ENSURE MINIMUM OF 2-1/2"EDGE DISTANCE FOR ALL ANCHORS INTO GROUT-FILLED T ••
FOR LOCATIONS & SPACING. BLOCK OR CONCRETE,AND MINIMUM OF 1-1/2"EDGE DISTANCE FOR ALL WOOD ANCHORS. t�� , 04-113-OOIB
6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: S��yE. Pae
1 SECTION OF RESIDENTIAL DOOR To 2x WOOD BUCK OR wODD STRUCTURE TO CONIC OR GROUT-FILLED BLOCK °"80R"MR.
HALF SCALE #12 SMS,3/16"OR 1/4"TAPCONS(Il1N OR (DIRECTLY OR THRU lx OR 2x WOOD BUCK)
ELCO)WITH 1-1/2"MINIMUM EMBEDMENT. 3/16"OR 1/4"TAPCONS(ITW OR ELCO)
WITH 1-1/4"MINIMUM EMBEDMENT TO
CONC OR GROUT-FILLED BLOCK.
EXISTING STRUCTURE FRANK L.BENNAR00,V.E.
(OPTIONAL 1X OR 2X WOOpDp VE0046549
BUCK NOT SHOWN SEE ANCHOR NOTES EXISTING STRUCTURE
o FOR EMBEDMANCHORENT,
TYPES NOTE: g (OPTIONAL IX OR 2X 05
./ AND EEVATIO NL EXTERIOR AND INTERIOR FINISHES, WOOD BUCK NOT
m I f SEE ELEVATION FOR ALL SCREW HEADS TO BE SEALED I SHOWN)
G G g BREAK METALS AND FLASHING
LOCATIONS & SPACING. gY OTHERS. BY INSTALLER TYP. AT JAMB.
APPLY STRUCTURAL SILICONE G
ERIMETER } TO BOTH LEGS PRIOR TO EMBED
SEAL (BYJ SNAPPING MULLION PARTS 00 Y
OTHERS) I/4" SHIM MAX. 10
3 TOGETHER. z C ;ro
11 15 BY INSTALLER 25 -— -— W
28 ui W
17 y 8o =LL
0 SEE ANCHOR 2 NOTESFORQ W Z W
yg ANCHOR TYPES z Z
.AND W Z =H� Z'U
EMBEDMENT. pp F H Q W$
V SEE ELEVATION 0 G N m
FOR LOCATIONS Y co z Q m
0 & SPACING. z U
z0 a 100 m �
19 4 1/4" SHIM MAX BY INSTALLER -
EXTERIOR PERIMETER SEAL
21 j BY OTHERS
in 4 1/4" SHIM MAX
FRAME WIDTH I - j
_ T FRAME WIDTH BY INSTALLER
a 2 I MASONRY OPENING
��q/ SECTION OF SNAP-MULLION SIDELITE 0
z a 2 CD
a HALF SCALE a �a ff
$ad z�
$ 4 f l l 4 I I EXISTING STRUCTURE F°- ry 3 Q
/ (OPTIONAL 1X OR 2X N
ALL SCREW HEADS TO BE SEALED /�/ wooD eucK NOT Sr z
g #8 x 21/2'PH SMS SEE BY INSTALLER TYP. AT JAMB. SHOWN) 0000•••
9 N
Lu 2 ELEV.FOR LOCATION G ••• •••••
Li •
° ALL SCREW HEADS EM6�eD •• ••••• ••
L1J TO BE SEALED BY •• •
INSTALLER TYP. AT —- --- ••
• ••••
HEAD AND SILL. 25 28 • • •
•
SEE'A
F'ASIdC�4F(9jR •••• s •
AIJ�FT�2F�iT 0••
EMBEDMEN1. see*
5 I�S9E•FbFW4TGN lid ••••••
- f ROR.LO%AT14NS • ••
I' &•SPACING• •••• •
§ 19---- r- 20 18 O • • • • •••
SEE ANCh1OR NOTES FOk c � •• • 000 •••
ANCHOR TYPES AND EXTERIOR ° PERIMETER SEAL ABNI on •.; •
EMBEDMENT. SEE ELEVATION itSTRUCTURE 21 BY OTHERS
7 FOR LOCATIONS & SPACING. w ��
q EXISTING ! FRAME WIDTH 04-113-OO1B
Y STRUCTURE 2�� FRAME WIDTH , ate.
(OPTIONAL 1X BBBCPovAU-
-^r SECTION OF SIDELITE OR 2X WOOD MASONRY OPENINGBUCK NOT
y
N HALF SCALE SHOWN) M
�I, SEMON OF TUBE-MULLION SIDELITE
-J HALF SCALE
FRANK L.BENNARDO,P.E.
A APEDD46949
z° .e / „ 5
e.F
aWCL i
J^DOORFRAME � iW W// TOP CORNER ,Z CO0.NERTTOM 2 Z D 0 0
3LL
Y U) 2 Q((7) LL
srr 0 Juz�
m` LL U
SIDELTfE FRAME TOP
AND BOTTOM CORNER
° i� AT MULLION
°
� o
a e
TYP
j GLAZING INSERT `o £
8 CORNER TTI,�
�° F
DOOR FRAME n1
BOTTOM CORNER ••• C
a.
EALANTS:ALLFRAME AND LEAF CORNERS,INSTALLATION SCREWSAT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALLBE SEALED WITH SCHEE MOREHEAD 5504 SEALANT,HINGES:4"LONG ALUM.BUTT HINGES WITH.312 DIA X 2-1/2ALUM PIN,BRASS SPACER AND NYLON CAPS AT 3 1/2"FROM TOP&BOTTOM AND AT MIDSPAN •• •
LOCKS: g • •
STANDARD STEEL THROW BOLT LOCK,KEY OPERATED ON •• s •
IT EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2"FROM Fbom M— •• ••:
JFa BOTTOM AT ACTIVE LEAF LOCK STILE �•�rAILMit NM•
•
CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR - 04-113-OOIB
HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN BOOM= PAGE SCALE:
'm y, DESCRIPTION:
AND
B TE FRAME TOP STANDARD FLUSH BOLTS,MANUALLY OPERATED AT TOP Deft .q c
AND BOTTOM CORNER AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF GLAZING INSERT FASTENER SPACING
Dom. � �
FRANK L.BENNARDO,M,E.
MRE004E549
MATERIAL LIST 4,000
ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MAN F,/SUPPLIER/REMARKS 1
1 050-338 1/DOOR ATRIUM FRAME HEAD 0.750
2/SIDELITE ATRIUM FRAME HEAD OR SILL 6063-T6 TIFTON OR EQUN. �T
2 050-389 2/ LEAF DOOR LEAF TOP & 130TTOM RAIL 6063-T5 ALUMAX OR EQUIV.
3 050-002 1/ SIDELITE SNAP CANTILEVER 6063-T5 -
4 050-763 4/ GLASS LITE GLAZING SUB FRAME 0,500
6063-rs rlFroN OR EQUIV. p
ATRIUM FRAME HEAD/SILL w
5 050-138 1 ® DOOR THREASHOLD 6063-T5 ALUMAX OR EQUIV. d Z M 2
2/ DOOR =J-_
Q 6 050-292 1/ SIDELITE ATRIUM FRAME JAMB 6063-T5 TIFTON OR EQUIV. Z W LL 1 W
l 7 051-394 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063-T5 TIFTON OR EQIV. 0.078 CK In0,500 2 Z Z.
p 0 3
!�t 8 050-455 1/ LEAF GAP CLOSURE m H F F. X22
_ 6063-T5 TIFTON OR EQUIV. CCQ
e 9 1.5100 4.000 y y 0 Q 22�
10 H-1006 AS READ. Y X 4" TUBE MULLION 6063-T5 TRECO OR EQUIV. L m n
C it 050-124 AS READ. 1" x 1 1/4" X 1/8" ANGLE ALUMINU - --JL--
12 050-764 AS READ. GLAZING BEAD 3.500--�I
6063-T6 TIFTON OR EQUIV,13 012-00-401 AS RE u. #10 X 1/2" FLAT HEAD SCREW _ DOOR FRAME JAMB
14 AS READ. - 1/8" SHIM PLASTIC -
8 15 - 8/ FRAME #'10 X 1" DOOR FRAME ASSEMBLY SCREW - _
B 16 007-14-039A AS REOD. DOOR HANDLE �1.750� 1.057 1,750 222SSS
g - - MARBOLLO 1.625 `ti O
17
7, 4/ LEAF 1/2" SELF LOCK NUT STEEL - � T
18 - 2/ LEAF 1/2" ROD (2 X PANELS) STEEL - 0.091 0.975
19 a/ LEAF 1/2" FLAT WASHER 0,078 a a '4
20 / " STEEL - �� I w
4/ LEAF 1/2" REGULAR NUT _ _ SILL RISER ' T <3
21 051-181 3/ LEAF HINGES 4.000 F �e=..
22 007-10-051 2/ LEAF STANDARD FLUSH BOLT _ _ 0,0 51000 5.000 0000• 3 e33
b 23 - 4 //8 x 1/2" SMS _ _ OJ50� �� 0.8 75 •0,*7B ® • •L1•
8 � il • •
24 20-4164 AS READ. BULB VINYL _ .J_ ••••
VINYL 0,093 -� •• .078 *..0
•
25 4/ LEAF BLOCK ROD GUIDE - - GLAZING '• •••
26 050-10-765 1 SILL RISER LUMINU SILL RISER BEAD •• • •
27 - 1/ LEAF 1 X .050 ALUM BAR (BETWEEN VERTICALS)ALUMINU -
DOOR STILE •' • •
••••' ••••i �o •
g 28 047-10-014 AS READ. FIN SFAL WEATHER-STRIPPING - - ••Qp��,R TOP/
9 �af •••
0.652 09 OYo M RAIL:'•• ' '
••
g T_(� 0000•• 0000 �� •••
1.750 OJ95 0.705 • • • •
0.530 — 3.950 4.000---- —T • • 0000 '-
0.062 � GAP CLOSURE
1.187 0.062 TYP 0.063,7 I11� •• • ••• • 00�
I nu ° . . ,
0.125 —��0 3.500 � i 1 w�11M•
LQ
Oy 04-113-0018
GLAZING MAO"WALE:
SUBFRAME THRESHOLD
H-1006 TUBE MULLION 0.500T
� someDOOR STOP �