WS-15-663 zxnan
Z _
k
c y Miami Shores Village t S r�rs
10050 N.E.2nd Avenue NE ,�
Miami Shores,FL 33138-0000 y
arimm,
Phone: (305)795 2204 k ` y I
F[ORtDp` '� �
3e Expiration: 1110812015
Project Address Parcel Number Applicant
485 NE 94 Street 1132060140540
CHARLES MILLION
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
CHARLES MILLION 485 NE 94 Street (917)887-5511
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 4,750.00
EPOCA CORP (305)778-5103
Total Sq Feet: 0
Type of Work:REMOVE AND REPLACE EXISTING WINDOWS Available Inspections:
No of Openings:27 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.00
DBPR Fee $5.55 Invoice# WS-3-15-54920
DCA Fee $5.55 03/24/2015 Credit Card $ 50.00 $348.10
Education Surcharge $1.00 05/12/2015 Credit Card $348.10 $0.00
Permit Fee $370.00
Scanning Fee $9.00
Technology Fee $4.00
Total: $398.10
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I ceVify that ll the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and Hing. u�r�ngr I horize the above-named contractor to do the work stated.
�((��G�< May 12, 2015
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
May 12, 2015 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-230928 Permit Number: WS-3-15-663
Scheduled Inspection Date: September 01, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: MILLION, CHARLES Work Classification: Window/Door Replacement
Job Address:485 NE 94 Street
Miami Shores, FL 33138- Phone Number (917)887-5511
Parcel Number 1132060140540
Project: <NONE>
Contractor: EPOCA CORP Phone: (305)778-5103
Building Department Comments
REMOVE AND REPLACE EXISTING WINDOWS WITH Infractio Passed Comments
IMPACT RATED WINDOWS. INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 31, 2015 For Inspections please call: (305)762-4949 Page 9 of 37
Miami Shores Village Tm- -r ED
Building Department
MAR z tats
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC2010,
BUILDING Master Permit No. S-15—
PERMIT APPLICATION Sub Permit No.
QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION 0 EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 485 NE 94th Street
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11-3206-014-0540 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):Charles Million Phone#:
Address:485 NE 94th street
city.. Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Epoca Corp Phone#: 305-851-7100
Address: 800 ne 125th street
City. North Miami State: FL Zip: 33161
Qualifier Name: David Bradley Phone#: 305-778-5103
State Certification or Registration#: CGC1519904 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$4,750.00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ De olition
Description of Work: remove and replace existing windows with impact rated windows.
Specify color of color thru tile:
Submittal Fee$ 1 Permit Fee$ V J� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ i
to
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
QA
Signature 4dSignature
OWNER or AGENT CCtTFRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledg efore me this
20}~ day of VAAr?01 20 111�— by l�ih day of MA((1n 20 by
who is personally known to 't^v►A who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: VA'____o Sign:
Print: ��/1GtnnZO 3��r—�o Print: Vincenzo 13cu,ap
Seal: ti�R;P�s VINCENZOBRUNO Seal: o�,arvu�
ro . ,,•�,� ;•••.B o VINCENZO BRUNO
* * MY COMMISSION A FF 017169q, MY COMMISSION#t FF 017169
EXPIRES:May 19,2017
„W
� EXPIRES:May 19,2017
***drhr *° �f **************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
f
i I
MIAMI. MIAMI-DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 20h Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.m_iamidade.nov/uera/
PGT Industries,Inc.
1070 Technology Drive MA 201a
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and r a governing the use of construction
materials.The documentation submitted has been reviewed nd accepted by Miami-Dade County PERA
-Product Control Section to be used in Miami-Dade County and other areas where allowed by the
Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series I`PW 220 Picture"Aluminum Fixed Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-PW220-01 titled "Fixed Window Installation
Guidelines",sheets 1 through 8 of 8, prepared by manufacturer,dated 04/01/11 with the latest revision "A"
dated 10/19/11,prepared by PGT Industries,Inc.,signed and sealed by Anthony Lynn Miller,P.E.,bearing
the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Oficial.
This NOA revises NOA No. 11-0509.02 and consists of this page 1, evidence pages E-1 and E-2,as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
CITYIAMIOADE CO NTY � NOA No. 11-1114.14�6 Expiration Date: August 18,2016
2 8 ►2' Approval Date: February 16,2012
COPY
Pagel
` 1 PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
' DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 11-0509.02)
2.. Drawing No. MD-PW220-01 titled "Fixed Window Installation Guidelines", sheets
1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision
"A" dated 10/19/11,prepared by PGT Industries, Inc., signed and sealed by Anthony
Lynn Miller,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) Forced Entry Test, Type "D" window, Grade 10, per FBC
2411. 3.2.1,TAS 202-94 and per ASTM F 588-07
Along with marked-up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6482,dated 03/24/11,signed and sealed by Marlin D. Brinson,P. E.
(Submitted under NOA No. 11-0509.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by PGT Industries, Inc., dated 05/03/11, signed, sealed and dated 08/05/11
by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No. I1-0509.02)
2. Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/26/11, signed and sealed by Anthony Lynn
Miller,P. E.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 11-1114.14
Expiration Date: August 18,2016
Approval Date: February 16,2012
E-1
t PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
2. Statement letter of no financial interest and independence, dated 10/26/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P. E.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007, dated 04/24/08, signed and sealed by Anthony Lynn Miller,P. E.
(Submitted under previous NOA No. 11-0509.02)
5. Laboratory compliance letter for Test Report No. FTL-6482, issued by Fenestration
Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson,
P. E.
(Submitted under previous NDA No. 11-0509.02)
G. OTHERS
1. Notice of Acceptance No. 11-0509.02, issued to PGT Industries, Inc. for their Series
"PW-220 Aluminum Fixed Window - Non-Impact", approved on 08/18/11 and
expiring on 08/18/16.
Jaime D.D.Gasc n P. E.
Product Control Section Supervisor
NOA No.11-1114.14
Expiration Date: August 18,2016
Approval Date: February 16,2012
E-2
GENERAL NOTES:SERIES 220 NONIMPACT MED WINDOW el TIP-7O•TP WIDTH
1)THIS PRODUCT HAS BEEN DESIGNEDa TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORDASULDVK CODE. eHr BUCK WATH
INCLUDING THE HIGH VELOCITY HURRICANE NE ZONE(HV`H4 68-a/IB' BO'B CK WIDTH
2)SHUTTERS ME REpARED WHEN USED N WND40RNE DEBRIS REGIONS. WBIBIE LIOHf WIDTH aNJ16•
VOOLE LIOT WNM
MATERIALS USED FOR ANCHOOFOR R EVALUATIONS WERE SOUTHM"IDADE COUNTY. ERN FIONLNE UMIBAND NCMIAM-13ADE COUNTY APPROVED MASONRY RETE MAX- B IMC—jrC. p MAX.� I� D
WITH MN.KSI PER ANCHOR TYPE.BEE TABLE 6.SHEET S. C C
4)MASONANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEETS.ALL WOOD BUCKS LESS THAN I-IrrTHICKARE TO A
BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED DIRECTLY TO 911BBTRA..WOOD
BUCKS DEPICTED AS 2X ARE 1.117 THIO(OR GREATER IX AND 2XROM(WHEN USED)SWILL BRO
E DESIGNED TO PPERLY --
TRANSFER LOADS TOTHE STRUCTUE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESP0IMRMOF THE ENGINEER OR — .-�. �_ I
ARCHITECT OF RECORD. HEIGHT VMAX.O.C.
r / /
6)ANCHOR EMBEDMENT TO SASE MATERIAL SHALL EDBEYOND WALL GROSSINGOR BIUOUO.lIBE ANCHORS OF SUFFICIENT
GLASS 81-0He'
ENT / 94-WW � VISIBLE
LENOTH AS SPECIFIED ON TABLE 2 a 4.SHEET a a 4.NARROW JOINT SEALANT IS USED ON ALL FOUR 0.OF THE FRAME. 16 MAX, VISIBLE LIGHT
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEANGFLAyEp STRATEGY FOR WATER REEBTAW!OF / LIGHT / HEIGHT
INSTALLATION SHALL BE DOPE BY OTHERS AND N BEYOND THE SCOPE OF THEN N87RIXfW , HEIGHT 9T
TIP-TD BUCK
GWABL ARE REQUIREDIN EACH ANCHORAPPLIED
LOCATION LICKS,WHERTHE PRODUCTST IS BE UFFIFuJ8I NTLY ANCHORED
RESIST
TIP a'MAX.OF.. HEIGHT
IMPOSED OF THEM BY THE WINDOW. LOADS.WOOD BUCKS,BY OTTIMRB,MUST ED SUFFICIENTLY ANCIOEDTO L011D8 H!]GM ARREAEp GlbB
IMPOSED PRESSMM7HE WINDOW.
7)DESIGN PREBBUpE& - t j1
A NEGATNE DESIGN LOADS BASEDON STRUCnMtAL TEST PRESSURE,FRMEANALYSB AVID GLASS PERASTM E1SOO.
DESIGND.POSITIVE
PERABTIV ELOADS BASED ON WATER TEST PRESSURE,STRUCTURALTEST PRESSURE,FRAME AH4YSBAND GLASS MAX B
4'MAX J C NAX D.C.....
e)THE ANCHORAGE METHODS SHOVRNHAVE BEEN DESIGNED TORESISTTHE WINDLOADS WMMP04DMTOTHE REQUIRED 5'MAXO.C.,TEMPERED GLASS
DESIGN PRESSURE THE D 134 STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.THE IS LOAD
WITH
O�THEnoNOM�MMATTERIALSSHAWAS USED FORLLLMETHE ETTHEHEREQALUATION u�OFTTHiEFLORID BLUDINGMOD.ANCHORS�FORWMWW90NINTO NRTANCE. TYP.FLANGED FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION
0)REFERENCE&TEST REPORTS FTL'OM ULTRACON NOM;ELCO ORETEFLEX NDA,AIMUFePA ND&B08 FOR WOOD (TESTED UNIT) (TESTED UNIT)
CONSTRUCTION AND ADM aN ALUMINUM DESIGN MANUAL. DUDE TO TABLES:
10)THE 2"SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE ODW SEWS(FLANGE FRAMED OR NOW SERIES(FIN FRAME)L WINDOW GLASS OP O.C. GUIDE TO SHEET&
_Mn TYPE TABLE TABLE
BOI/ARE OR GENERAL NOTES.........._...........1
SHAPES A881gNM BELOW OR SIMILAR MAY BE USED BY"OREM THE SHAPE N A BLOCK RECTANOUAR ANNEALED I a ELEVATIONS..........._.................1
OLA2JNO DETALS..-_................2
AND OBTANIKi OEDION PREBIRIREe FOR THAT BLOCK 8�PROM THE TABLES QU SHEET 2 SQUARE OR DESIGN PRESSURED....._.........2
I---WIDTH -N F-WIDTH�H RECTANGULAR TEMPERED 2 0 NSTALLATIOR FLANGE_......_3
_ I^,WIDTH�•{ ♦•-WIDTH�•{ NSTALIATDN.NTH)RALFeLN
T T T r T SHAPE ANNEALED I 7 ANCHOR SPINO,TµEFW....-I
` ANCHOR SPACING,S HAPEB__T
P S2 �' W �' BYIAPE TEMPERED 2 8 CORNER ASSEMBLr._...._...�..e
T EXTRUSION PROFILES...-----B
1 1 1L J 1
PARTS LIST...._.........._...............e
DESIGN PRESSURE RATING IMI-ACT RATING
F--WIDTH--I D-.WIDTH--i VARIES, NOT RATED FOR
Fes—WIDTH--+I Ii WIDTH TF
.27 SEE SHEET IMPADTREeMTNNCE �p PRODUCT
Rg�D
ub y I 11111 oBWNMV CabiAPo MelVeliY
1 i i ..�\ LYNN wArN
1 1 i L_ J o'1�°N a Nae .FR J.J. 10/19/11 zoto Fac LmDATE
�: 1f['' INH.w I� D.e« AINANAI.p mlemT
--H WIDTH F— �--A WIDTH fes- =* 0..58705 -
-_—WIDTH--�i 1 ;o u' 1. II 'w` GENERAL NOTES&ELEVATION J ROSOWSKI
° 2.
WIDTH--I 'p�iP FLOR\OP•.�.�\� 1070 TDGPID:GOY ORNE iDr
R V
YEMfY.R - FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
/' I I /�I ��/ �\I ,, SSS.•..•...�. � PA.BOJ(,628
r L Be,�. �fy 11,1 O11N1 A`1L\\ NOKOIS,FL 3W274 SN
1 ALY I�PE �.OF AUK./28286 PW-22 NTS 1 of 9 MaPVMO-01 �
PEJ 1110 A
1
t
TABLE I:
Dwip"Pnuu11-11" F'"TIP" Gk96:6N8"a1M'A1N166W[ilr6,Mor1olMlkmMuYhE Fr1611..A6 I.Sh6pm,
lap 316e 190y OSB86 6b' 67 W B? 0 80 R 76 b N W BB loo 110 120 190 tat ttl NOTE T'1ROD=RBVMFD
1)Tp-TO-TIP DIMENSIONS FOR . `"�"FINih
18 ♦. - ♦- ♦- 1.6 .4 - ♦ ♦ - FLANGE WINDOWS SHOWN.FOR FIN .�
20 H- - a/.m.4 7.096 N- ♦-886♦ H. A♦/- ♦A 3 N• 9.}663♦} - ♦A - .1 WINDOWS OR BUCK DIMENSIONS,
22 ♦I- .4 -069♦} •/.616 W."I µ566 N- N-629+-1, + 1. H- ♦. t •- •} i ♦4 H-b] &/BTRACT1",
3+-61.9+/- ♦/-00.6 •1.693♦}967 N-060♦ . N-669 H- / -fib. µ -01.6♦4 1 nF R.7
28 •} 7}00.6 NWl♦1-57.0 W-KO-4-560µ51UZ Q.63,1+ µS.9+l- N-464+.1. ♦/•40. ♦ P19A1[1
26 •I-661♦/-66 .9•/-N.t N- .}61.6 H-17.6 N- µa4 nl-W N-N,6µ1B0 N-96,6
30 N. .i♦l- _4T 62-6+/-61. +-60.6µVAµ481 N-2i.1-41. µ319.1-316µ37.1.1-316 7•bt,7 q.all-/-M4 11-4ab♦Q. 0. µI61•l- 4-37.0 H-3&4 -312
3/ 4b KO+P 4914 H-0.0•I-O. •- +-44.0 N-N. ♦1- B e/-32.8
µ 6 Q,9µ -N1 VO- 4 7.m. 1. H-80. • N = Q
30 µ µ4S7•16 H.M7 . µa3 41.0 H-30.1 _
M . H-M.6• 4.1 N-Qb a2.8+It. -a0.B N•30.3 04
.1-44µI1
.1 .7 - 0 H•a26 N•M.Bµa0.8 N• .0 TABLE DIMENSIONS MAY BE 1y1 Y W
u ./-41. ♦}N, N- N-H.6•/•40.9.}3L9 ORIENTED VERTICALLY OR 8 J
0 •I-M. 7Aa9A♦/-12.9 a/-M. ♦-a.1 W
at. N-/93 HORIZONTALLY A88lp9YT1.
N-H. Q'
D H- a/-a20 11.9B LONG
♦4 q.3µl2 BIDE Q,
•- 9 LONG BIDE
TABLE 2 T CD F- Z C
D6{Ipn PNM61M6IP60 10 F.-rypw OMn:7WB"ortM"T6mp6r6tlOW6,Mono6gkor MuMW Fn1n6:YFr{I"1 Slrgl _� OD
O O LL
Lap8N16Nb 706M » 0 62 N M 0 0 0 0 102 IN fID 116 10 m 10 1. 1N + _I SHORT - 119 g O
• ♦ •- 0µ - µ ♦ - n 1 .{•I- ♦ 1. ♦ L �1 SIDE
♦A 610 N•0.0 N-92 1. •b6. •L H- N- 1 •AM.R F H- -766 N-]l9•}a3 N-7i,7♦F ib.t•} •I.14♦ Y
M11. 6 6•1- N-70.8•}ii. 7/•70.{•} •70.1 71. •1- 8 n}T2.1 RV H•]0.8+484 W Z t(n
N •} M7 N- 9+- •A M.R•}78.3•I•i4Aµ •% D n ♦71. 1 +} • 0µ0. ♦61.1 L� D
•} µi6. N- .6♦I-71,6 7/-i61 •/- .1 • T1.8•I-1. 7} 0 ♦1.696 70,>♦1-60.0 a} ♦ .}63.1 I' LONG SIDE
♦ 1 74.9 H-i0.7♦l-TLl♦/•722•} 9•. N-09 n} N- +/-67./-.-W!ZWO♦}0.!♦A 1 y
+- 6• µR.0µ7l.2♦A]0.6µ -066µ .0 n 09 •.NAµ •6A1 wal
e •. .4• µl0.6µ nA 669•}67. •09♦64 µ0,e 7}N.6•/.60.1µ 1 +1.616 SNORT LN,
.t 70,6µO0.2♦- µ +}666 n- B•/- .1 7}ett♦}6'1.0•}BLSµS1, SIDE Bd Z
LOW
N- •. A♦/•09 7- N-0. • •F N. n. -1 RA•}f. ♦}60.6 Z
µ .1 ♦- ♦♦/- 0+ 0.0♦869µ .0•400.0•}0.9•A 61.1 µ•4662•. .0•} ♦-00♦F ♦ •}61.9•I-1. ♦l-
•I- 6µ a 2 7}669.}629+A 60.9♦I-0.2µO9µIN µ 9 .866♦0.1•} ,7 N-N,0♦/. 4 �T_,
M - µM.f+}09µ6t.1 - SHORT I- 0 ILL
- +l-BLlµ11.i �l 1T
• 810E
1 101•4 N.1
6.6M µS62
I"NOM.GLASS STACK a!�aN.
3N6'OR IW ANNEALED 3M'NOM.GLASS STACK �.
9N6'OR 1N'ANNEALED (2)SNS'OR IM ANNEALED
OR TEMPERED GLASS 10 r
OR TEMPERED OlA86 '� OR TEMPERED LASS i CN
10 10
e
S B
e S
S
6A"NDM, ar NOM 2iSe NOM. t 1 t t t l l 1 l l/
2 GLASS WE , 2 GLASS SITE , 2 GLASS SITE
1"I.G.GLAZING = ". 6<of z_ 6
a
MONOLITHIC GLAZING DETAIL DETAIL FLANGE OR 314'I.G.GLAZING DETAIL
FLANGE OR INTEGRAL FIN FRAME INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN)
'"nn1ltM
t '
INSTALLATION DETAILS FOR FLANGE FRAMES
2X WOODSl IS
BEE NOlE 2.iHS SHEET _
EDGEDISTANCE TVP.ANCNO(i TYPE,EMBEDMENT EMBEDMENT 1N•MAX TOTAL ANCHOR OONCRETEICMU PER
7X WOOD BUCNBIRR AND EDGE DISTANCE PER SHIM CAMILEVER.SS7 ANCHOR
OR FRAMING.SEE SUBSTRATE,SEE TABLE 3.THIS SHEET }T t REQUIREMENT
NOTE 2. EDGE
THIS 81EET _ 10 17 19 S
INSTALLATION, —� DISTANCE
OPTION A EMBEDMENT
INSTAINSTALLATIONOONCR MCMV PER L In\ TYR ANCHOR TYPE,EMBEDMENT
__ IYJI AND EDGE DISTANCE PER
�
REOUIREMENT SUBSSEE TABLE 5.THIS SHEET
THROUGH THE TRATE,
FRAME TYP.ANCHOR TYPE, j
MAY M4X EMBEDMENT AND EDGE
t
aHBA DIBrANCFPERSUwm m INSTALLATION
SEE TABLE a.THIS MEET EoaE 0PTION C
toALLATION
INSTALLATION ��
ANCIfoREA INGof
t9 OPTION I vISBLELIGHT WIDTH.TRNoowSUCK woTH-+-++nr 3 -� 1 THeeEAOIRG
INSTALLATION! Imo---WINDOWBLx2cWom i_L
ANCIIORONTOPOF P-TO-Tp WINICowwlD7H h EMBEDMENT
1T THE BEADING
BUCK HORIZONTAL SECTION A-A
HEIGHT R �1FP MAX.SHIM
Tr-TO-Tr 11129TEEL
SELF-DRILLING
HEIGHT NIRBIE 19 SMS(OS),SEE TABLE B:
LIGHT TABLE S,THIS Anrh. Al h. SUWMY MYM Edge Min.
HEIGHT• SHEET Group OWnp EMIMdmnN
WINDOW A 1M•4t0B3 C—Ma mm. lug 1' t
BUCK
INSTALLATION t9 �' (Au1oI1MECMu,WSTM r +-tw•
I-
t•ltnr � METHOD E tM'9tw ulMmoon unpmNMdCMu,(A871A 090) +^ +-1A•
B INSTALLATION P.T.So~Pam(BG-.M) a+r I-wr
ANCHOR 9 012 Stell Sasw Alt. N ,Sari-75 mm. are• Itr
71 IMDEOEATII IDS) SW SYN.Or.33,,W,. 3A! 0.034r(2D CSB)
INSTALLATION TIE BEADING A3B 81sN 3IB" I.
OPTION B 1N'MAX SHIM / MIAB-RADE APPROVED MU LOH 1M I70 S8 P.T.SaYMm Plre(SO•.SS) t" 1.4r
ANCHORINSTALLATION 1 / B FRAMING OR STEEL EXTERIOR1(SEE SEPERATENOALALUMINUML "� C UIpdROtl CMU.(AS751 C-N) 2.117 1-1N•
UI0ERNEA71i STEM
BEE BUBSTRA7E PROPERTIES, t/ 711"8bN UNIAcan a.*—P.T.SpNPlre(SO•.86) 1• IverTHE� Waao TABLEs.n+a9HEEr co u.M9Mn2.TM.R r 19r
ADM
SEE NOME 2,THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR
REQUIIREMENT
- PRODUCIR[.vxw
EDGE• '•TYP.ANCHOR TYPE,EMBEDMENT 1111 I110 � �
DIeTAHCE 9AND EDGE DISTANCE I1BMMTE,SEE TABLE THI88HEET ;.•oN•I LYNN My�Fq''i� � HAN13ETHIS
'• SE J.J. 10/19M1 �j
VERTICAL SECTION B-8NOTES USEONLY SLVSPPANCHORS l ON E3 THIS B T.FOLLOW EMBEDMENT AND EDGE C>.�: Na
DISTANCE LBTL ANYINBTALLATION OPTION SNdMMAY BE USED ONANY OE OF .5BT05
•'••*=Y ImmM.e e; ONe R.HMrNe M ml cmn
THE WINDOW.
2)MASONRY ANCHORS MAY BELOW ONT0WOOD ASPER TABLE 3,TO"SHOT.ALL WOW WOW LESS THAN I-lipTHICK , a';a /� oFn.=W FLANGE _EFRAMEINSTALLATIONDETAILS ROSOWSKI
ARE TO BE COMIRDEREO IX pWTALAATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS n9TALLEO DIRECTLY To WWMTE = p SMA a 1O7o mslNota9r GROVE 1TSN
W0OD BU0tS DEPICTED AS 2X ARE 7.12•THICK 0R GREATER 7X AND 2X BUCKS(WHEN USED)SWILL BE DEBONED TO �.0,��.- fIOR\0,.�,aU'.` N.VEHICE,LOGY FIL G6
EERPROPERLYTRANOWER LOADS TO THE ORARCHrrEar OF fECORDrE.1NO0DB�1DESIGN"w l"eTA`LATa"°"E s'TY°FTHE ''�F3SI0��N�LA�� R1��4 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
A LYNII MLN.\P.E. y
a)VISIBLE LIGHT WIDTH rtm�
HORIEIGHT(ALMREFERREDTOASLMYLXNoPLaG)ISMEASUTEDFROMBEADINOTOBEADIRG. P.Eseerm CERT.OFAmL/292a9 PW-220 NTS 30F8 MD-PW220-01 q
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE —
EDGE DISTANCE _ EDGE
DISTANCE — 4.—.lw MAXSMM 1N'MAX 91M-+��-.-- DISTANCE
2X WOOD BUCIfSTRIP OR FRAMING, I 2X WOOD aI"'mv OR FRAMING,NOTE 2,eUBSTRATe APPROPR ATE HORIZONTAL SECTION C-C O SEE NO1E s,THBs eH eET
TYP.ANCHOR TYPE, ELBEOMenT __ � ..._
EMSEDMENTAND EDGE - 2XWOODBUCRa7RWOR
DISTANCE PER SLMSMATE, EDGE FRAMING,SEE NOTE 2, P
SEE TABLE 4,THIS SHEET DISTANCE THIS SHEET 17 to S INSTALLATION
INSTALLATION 10 OPTION E
1 DIIAME`E OPTION D EMBEDMENT BIBTAuwTlpl
J--� INSTALLATION EASEMENT ANCHOR MNL)
P A ROUGH T\J—'�— THROUGH 7/E FN
TM2000H THE FM
1N'MMX SHIM
ANI EMBEDMENT
TYPE,
IYMENT AND TYPE, S EMBEDMENT AND ECCE
EMBEDMENT SUBSTRATE,
EXTEROR DISTANCE PER SUBSTRATE.
DISTANCE TA PER SUBSTRATE. �1 SEE TABLE 4,THIS SHEET
3 ME TABLE/.THIS 1B�T �`
VISpi a LXNM WIOIH=WINDOW BUCK WIDTH-1-11/16'+-
WINDOW 17 WINDOW BUCK
BUCK
WITH HEIGHT OTH FINS REMOVED
VISIBLE 10 AnO STEEL 1/4'MAX&11M MULLION SECTION
IX1H7T
HEIGHT• MIAMI-OADE APPROVED MILLION, 18
WINDOW (SEE SEPERATE KIM MAY BE
SUCK VERTICAL OR HORIZONTAL MAX. momEXTERIOR
HEIGNr- 1M IPIK KE SUBSTIUTE
1-1111 PROPERTIES,TABLE 4,THIS SHEET. V
e
71 T7
r 1M'MAX 16 TABLES:
y SHM Mi..Eft. VA.
11 I ALLMNIUSVSTEEL FRAMNO GR STEEL M M Dw— BAWtlmvn
1 STUD.SEE SUBSTR TE PRGPER11E8.
16 _— EDGE TABLE 4.THIS SHEET. 2.17 v.131'Cannan NM P.T.Sai/hwn Plro PTG•.66) Y/' b711
7YP.ANCHOR TYPE Q A17v.1/TRooig N11 P.TSaWh nPYa(80=.68) 3/B' 2.7M`
EMBEDMENT I)S H6
S
DISTANCE PER SUBSTRATE, EDGE DISTANCE Ahmh-1109375 mM. 3W VM See TABLE 4,THISslEer no s"SMS—' eNa ewe,Or.m m1. 37 n0949'(2ow)
EMBEDMENT A368MI 3I5' Ur peODLICTSDVISED
olPpiruB wish na Tlorf/n
2X WOOD E NOTE 2,THIRIPS
S EET NG, AoelP C.6 14
INSTALLATION BEE NOTE 2,THIS SHEET 1111 A A A BwNOmI°vdi
H4AL.LLATON VERTICAL SECTION D-D `+++ION E +O�y LYNN MI(t�R���' D' MHANGE THIS •`
ANCH M(NAL) �aati�,��c1:Nsr * J.J. 10/18/11SHEET
THROUGH THE FN
# No.58705
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
NOTES •'•. STA E A-' � 1070 7EM40LM DM£ 7Me nebt
1)USE ONLY SIIBSTRATSAPPROPRLATE ANCHORS LISTED ON TASLE4 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE '•O'C•...FL...... '�1��` N.VFNICE,FL 34276
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. '�/�SS/II1ONPL `' NoM r1 �4 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
2)VISIBLE UGIffwOTN OR HEIGHT(ALSO Ep10 AS GAYLKNROPENSIO)ISAEA&SED FROM BEADING TO READING. wLYMY4YLHt.PP. �qr.OF NlIH./2B2BS 'PW-220 NTS 4OF8 MD-PWZLO-01 A
P.E./INIT09
I 1
TABLE 5:
MexfmumAnchor Spacing Allowed,(In( e:3116'Or 104'AnlreeMd 01m,Monolithicor Insulated
REVISED
d Frown:Square or Re6Lnguler 1wi �4hdwR104d.
L.ry SM.(M)O 53.07 es 53 so 82 e,5 68 72 75 6B M 9D I8 tat "o 12D 130 111 716 A T10 - 4a64
Anchor Dow0 A 9C6 A era A O A A,BSC A,BSC ABSC A,BSC A,SSC A,BSC A,BSC A,BSC 185C A,BSC A,BSC A,BSC A,BSC A,BSC A,BSC Pwfi6t
1D Short SM. 16 to 16 is 1s 18 78 to 16 16 18 is 18 76 1s 18 18 16 76 10 76 16 %
WID SM. 18 % t6 10 10 % 78 18 7e 1s % % 76 is 7s % Is 78 76 76 16 18 %
A Shpt 914 16 16 10 % I6 is 10 % 16 76 is 10 18 18 76 18 10 18 is 78 76 10 Q
I-Sb, % 18 76 % 18 % 18 1e 18 18 78 7s 16 % 16 16 18 10 7s 78 19 7622 ` E
Shpt bio 16 18 % 10 10 % is 16 78 16 16 10 1s is 18 1s 18 18 1s 7s Is E
Lerp Sift 16 1s 16 1s18 % 18 to 18 7s 18 16 18 18 18 1s 16 18 1s 16 18 0 W Q
BIDrt SkN 18 76 76 10 16 1s 16 1s to 16 18 70 16 1s % 10 18 16 18 18
Loq Sift 16 15 1s 7s 18 18 16 Is 16 16 16 Is I 10 10 70 t6 16 1s is Is28 K J
SMrt Slee 16 76 10 78 76 18 18 16 18 16 18 16 is 1s IB i8 Is is 18 IO}�
Ling Sift 161 161 181 1s lei 101 10 I lei 18 16 is 16 t0 16 16 16 16 IS
16 Q
20 an"SM. 18 is 70 10 18 to 76 10 18 Is 16 16 10 18 IS 16 78 % V (7
Long SM. 18 % 18 18 IO % 10 18 78 i9 10 % 18 16 % 16 10 16 Z
30 Short SIBS 18 16 is 16 16 10 16 16 t6 to 19 is 16 18 10 18 Is W (� F so
LL
LMg 810. 1s % is 76 16 18 10 10 18 16 16 16 Is 18 % 16 % LL
Short Sle. 18 % 10 16 % 18 16 16 18 t0 1s is 16 % 18 15 Z b
Lely SM. 18 Is 161 Is 10 to 16 16 18 1B 16 76 1s
8+ Shpt Sift % 16 16 % 16 18 16 % % % % 16 %
Lamp Sift 10 % % 78 to 16 16 is 16 16 is IB is 78 70
co 36 ShM 814 16 is 10 15 16 1S 16 76 10 78 18 10 16 IB Z ? 2
L&V SM. 18 % 76 16 1s 1s is 78 16 16 16 10 10 16 V 3
36 81104614 to is 16 1S 16 i0 1 16 16 1 16 78 t0 10 18 W y S
Long 804. 18 10 is 16 15 IS is lei 10 18 is 10 % y a Z
/0 Bron 810 16 IsIs 16 % 1s % 10 1s 78 76 18 8
SI4 10 1s 18 % 16 % 76 16 1s 18 16
Sh04 M10 % 16 16 to 1 18 16
M 118 16 % 18 70 is 1 1 76 I j LL
Sw Son t0 1 % %10 16 16 1 1 a L'
Long Sift 0+ line 10 is 16 18 is its 18
M Iron Slft 161 10 to I % to
Lain SM. t1.D 1 15.2 18_13T 10 % 16 /0 �v
10 10 1 19 18 18 -to
t+.+ 1 11.7 10 151 1 16.8 16
halt 16 7 18 1
71.D 1 +.2 18 1+.8 is 1LS�5`J
62 81w6eM.t6. 7 % f6 16
1./ 1 7 10 s
53.7 9W 1S 911
Lola Sift
N0TES
1)USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE TABLE OIMEN81ONS MAY BE
GLAZED WITHANNEALED 1AA86. ORIENTED VEiLTICA.LY 0R `�
HORIZONTALLY AS SHWYIN. \�P•'
2)FOR SIZER N0T SHOWN.ROUND ULP TO THE NEXTAVAILABLE WIDTH OR HEIGHT 1,ptG N
DeENSION SH OWN ON THE TABLE. SIDE 1S
3)FOR ARCHITECTURAL SHAPE WMOW8.USE THE TABLES ON SHEET 7. T -LONG BOE4,Q-2�R1
• J•V Z y W
+1 THE CURATE ES YAM FROM
M THND EIGHTTABL (S BE REVEROURIE,THIS
A MORE 3 r2SIDE
oH�. a.. ••may`
ACITURATE RESULT FROM THE TABLE IEEE FIGURE THIS ..
5)TIP-TO-TIP DiMEN810NS FOR FLAKE WINDOWS SHOWN.FOR FN WINDOWS OR L -r.) Mir
BUG(DMIENMNS,SUBTRACT I•. Mm
1 '
TABLE 6
MaxNwmMehor Spacing Alun",(in) OMaa:3N6'6raN"Tellpara0ONN,MOMMhborkl btea F.-:Sq•a%a R40MngoW PRODUCT RRVISED
L-Ska&4r 74 T as M B2 se p w OPlyia9 Whh aN Plip"
AmhvG o A B C A A A C A S C A B A B C A B Code ,
W atla 10. 1. 1e0 0_ to 1 0.ado
a.l i18 Me 0.1 Ma 140 0.2 .0 a. N.2 Me pA N.a 140 14A 140 0.6 MO %0 P.0 t1.T i0.0 4) MB M. PA M9 M.
40 102 M %0 10.1 lap 10./ la Ko W, 10.0 %-0 1 .0 M 1aa ta0 i e 11. 1 0 MO 11.1 160 Me 11. %0 11.4 %0 +40
0.0 %. 0 6.p 14e 160 p2 110 %0 la N.1 10.0 p. 1 td 0. 10.3 MO 0. / M.0 .6 N.e 1e.0 N.T MA 0.e M• Mp N
m 100 14.0 %D m1 I.D mo Ma -is o 10.4 M.o mo ms led MD tae /a0 to we .0 1 %.0 1. % M 11t we we
81oe ae i Lao d 9.0 1 lag 0.t %0_T2_71-9 1!0 0.3 Mt 1/.0 %a .0 4 M.4 M, Lao tag aA M) Ito
Mo ./ laa Me Ito 1,0 leo M.1 Me Me + e. tap Ma e0 Me Me Ito 16. to.e Mo +. Mo M6 lat old
fl7 We e.) Ms 16.0 0.0 Ito a M 6. i1T let 110 Me 02 14.1 %.0 0.3 Mt 14 MJ 0A N
M as O.a a MA p.a Me a, i o lag a-0 %o M. IDA 160 to 16.0 10.2 1/.0 Ito 103 iu 16.0 M.a M0 Mo Me % i o
es 1 0 tae ae +a0 M.o a +at %e as M4 +ao e. s Me M.a as its Mo as +4.1 Mo a4 M.3 1 0 ��
M 4z a+ +/.o u u Ito a3 I" Mo a M] Me e.] Ms 16,0 x e 1� 10. 16.6 0 10. 10.0 +ao M3 1aa M0 M4 MA 14.0
a4 12. Lao al 1aa se ta.0 Ma a 1" Ma 6.7 Ma 1 e at
a .6 a 13.7 1. 0.2 if.$ +0. a-0 %.1 .0 1)USE THIS TABLE FOR ALL SOl1APE OR � y
M 00 N. IDA 0.1 N. 16.0 as tat %D n4 1aa MB 0.6 M. HIo a t4 Me a6 M.0 M. 0..0 IS.0 0 Me 10.0 Me M2 Ito +a RECTANGULAR WINDOWS THAT ARE 0 Q llJ
62 -1Y6 fa4 BA 116 140 6; +2-0 MO 126 IDA ae W t a %0 48 %.4 No A 11a M 0.0 MC 10. p.i 11 OlA2ED WITH TEMPERED GLASS. (� Z
61•n 0-0 .2 MO a0 -r.A M. NA 1 1 M6 1 +40 Lao 0.4 M. 1 o ca M/ bo a.] ta) % a.e Me 1a0 MO 11. ice o J
ao 132 M.o al lea Mo e.t tx.e 10.0 a 1v M. a4 1ze a o to s. tx2 +0 e.a ta.a la0 ap 1 10.0 o t. tep 2)FOR BDEE NOT SHOWN,ROUND�P TO �' W g
pa as 13.7 %O ae p We aA M2 ta0 M4 1 .o 14.0 +0 4 Ito e.4 +a1 14.0 0.6 15.3 too 0.6 tae Joe a/ +a Me THENE%TAVAILABEWIDTHORHEIOHT ' p >4
N 7A % 7p u1 %o a1 +zJ +ap as 2s lap na ue M 4 a laa ae +So +ao a ISA 1 o at 114 a6 lag o DIBIB191ON SHOYr/4 ON WE TAKE.
+� M eNa e. t a 140 M iA Me to 13.8 1ao Me MO e.4 142 M 0.0 144 0.2 M 0. J ta0 1 0.5 +42 Me 04 1a 1 e %
.] Lao 16A 1A 121 tag as tag at 114 %0 as Ile + eA + 1. a 12a let a] 1J. SA 1.3 Ito 9)FOR ARG•TECTURAL SHAPE WINDOWS,
M 0.1 F9 Me 42 MI MA a4 IU M. A 13.6 1aa 0.o M! 0.e Mt t M. 1 0 F1 146 0.a I40 10.0 9A 1 a0 USE THE TABLES ON SHEET 7. � Z
laa edea ). 11.6 Ms 11.6 20.8 1. 1.9 10.0 12A MD 12.2 ta0 1 12A 1 0 0.H 1Y6 we C4 12T 10.0 It tag l/ %.1 10.0 gl Ur O ID
HI 12.e Ito 0.0 +z.i Mo Mo MO a to 14 a 116 1 6.6 t3A t:o a6 N.D %a 0.p N, 14.0 at +4 4)TNEwRIDGWWIDTHANDHEIGNTMAY Q F 0
eW ),I 11.1 16 11A %. 1.0 11-0 11.e MO .p 120 f 0 12.2 1 a.t 124-WO 0.2 t 1/. 4.4 12e M.a BE REVERB®TO OBTAIN AMORE c
as BIS +Y2 10.0 113 117 10.0 1 1L of +11 MO 4 114 let 8.6 i. 0 ] 1. 16.0 ACCURATE RESULT FROM THE TABLE i
72 11.0 10.0 ]A 11+ 1+ fl.1 +. .6 H.6 1 )A 11. 12 + 00 1x2 MO 0.1 1Ya %o (BEE FIGURE,THIS SHEET) WGO
N ].6 11.6 1aA tY0 Me 7t 118 1. 1..12..1.0p1 11a HIO aJ ta.1 a4 1x4 MO
7.1 tt2 Ma )./ lt.f 1 4 A 11 1. IIA .p 110 .0 5)TIP-TO-TIP DIMEMKM FOR FLANGE ~ y y
N 6M8 Ta M6 MO-7-4 N.i 10 to .e u. 12 1 e.t tie t6.0 WINDOWS 04DWK FOR F94 WB1DOW9 OR Z yF
a a 1.8 ].0 1a/ N6 72 10.6 IL.- ttt 1.1 ]A 11. 1a4 7.6 t 0.7 BUCK DIMENSIONS,SUBTRACT I'. Z Z
M aalew ).l N.2 1.4 2 Ns Mp ).4 N.] Mo `-' 3
0. N.0
NRas 0. le. ItJ 11.0 2 1x1 1 i.4 +L6 %0 Vl S
4 10 M
.D .) ) Mi ap to N. i.o 1o.T N.s TABLE DIMENSIONS MAY BE a W Z N
72 a o./ 1. ) 1 1 /.T las Ma P
61aa a. 1a3 A u 11 e.4 oe + DfiIENTED VERTICALLY OR
74
non a +e: NA a.a %A N. HORIZONTALLY AS SHOWN.
LONGBIDE LLI
6_ fa 0.J 0.) M. yC UUi Q
y LL��` -► QQ R
TABLES,CONT.: SHORT
SDE L;
IlaailRtln Anchor SPaa4+B A+i�•,R+1 01m:aNa'n1M"HwPana Ohaa,Mo•DMk wbaoNW FMma:8llaaN or RapMnB•Mr ��Sg
ew a lap 1M IM 1M 1» 1M M) 144 +M ll
A AI a C 1 6 C I A I • C A C A C A B C A C A g C A • A 6 C �'�
M Blb 1 11.1 12 0 3.6
atla 0.e MO We %0 1 Me M1 1f. MO 10.1 Me 1 2 it M 10.8-171-t0. 10.0 %/ Ib.p M.0 10.6 MO a
% L-- IIAto e 1 %0 11.] MO %0 11.e la, If. 120 10.0 %0 1a.1 %D M.0 12. 1 0 10,0 R.a 10.0 %.0 13.0 %a M.0 Jayy666jaTTQ.81 O
0.0 1 0 0 e.a 16.1 N. M.0 10. MO 10.1 .1 1.0 10$ %A %a t. 1. 1lD 10. led 1. 10.6 16.0 1l0 1/.0 p �S
t12 10. 1. 1tA 16.0 M.0 11.4 10.0 NIA 11.0 MO MO /+.T M.0 Me NA We 10.0 1. MO %.0 %1 Me le. LONG s ZZ
T 14. 0.0 M0 OA 0A a too 1a, 10.0 M.1 1. MO M. 1&a MO 1 Me M.0 %.f fa)
%A 10.0 10.0-l-1-16-0--r0. 11.Y 10. 1 0 11.J 10.0 16.0 1+. a 10.p 11 1 0 N.0 11.0 %0 SIDE
0.4 Ma MO 0.) 1a 16A 6.0 10.0 op Me 1 1. t6.0 1.1 1 16.0 10.1 16A Me
M Sam M.T Me Mo M.. M.0 18.0 1i.D se. Mc 11.1 %0 1/.0 11.1 %0 fag 11A 10.0 1a. \+11111111
Lonamea a6 144 1 0 a./ 14 +0.8 p.1 ta0 4• Ma M, 0.a %p tag 10.0 tat M.0 .a
d M M. lag M 10.8 MO te,0 111,6 MA - I 0 10.0 11.0 Me Me \
aA M2 e./ M4 18.0 so M H.0 0.1 14.1 M �`\��, �IL%
% tOf M.0 M %4 0A 10.0 1 40 M1 1 0 M.a BalOfiT = t))
0
BW a2 H.0 MO e.a 11 %0 0.4.1-1124.0 a.e NA 10.0 _
10.2 1 MO MAI M. 10.0
��
Lodam
M b a.a Mp 1.0 10.0 N.a IR
0.0 4.0 al t1a MA
N a- ea t 1 tao
!ry*.....P�oF
�''7171n1nu\t\\.
TASTE 7:
Mae9num Anoh.SpaGnp Abba br all Frame Type,On) Gmee:]MB•or tM'Annnibd Glese,Mono k or lmulewtl Freme:ArchlLecluMl ShM-
PRODUCTREVISCD
Luam,I'llmeta M el M M M n m M M w M tm lm 1N t1a =Y wlm mo FlNpW
Amv 0,-. A BCS A C A CB A 8c6 AeaC Ae{C A,BaC A,B&C NBAC A9SC Ae{C A,B{C AeeC ABiC A.98-1-F
A.BeC A c Ae{C Aeic Allep-4N
N m 1e x 10 10 m w b N w IS ISx to w +6 to IS 10 to U to 16
So 18 1e 1e 16 x m IS IS 1p 10 b IS IS 1a ro IS b if to to IB 1.
n 1e IS IS I. ro In I. IS 1p b IS 1e N N la ro to
N to w N t 1e ro N N 1e is 1a mig to inw m ro m M
Se 16 ro IS w IS N M IS IS 1e IS to x to le to N IS b
N 10 N % N
I. m IS I. 1c ro Is IS x IS w 10 IS IS a
Se IS 1e x x xto ro to tc to re to w x m w IS Y ¢g
E,
AS N IS Is a IS 10 +e 16 IS to
a6 wua40umx. uI A•to Ia mx x1e ww row N m ro
O Z
IS IS IS IS b x +s1 to x \a 1 to b 1 b 1x1 IS
m IS NOTES O
1)U5EBTASTE FOR ALL ARCHITECTURAL 40 Z' mm tSHAPE S.TABLE 718 TO BE USED FOR
cI IS ANNEALED GLASS;TABLE B M TO BE USED FOR
IS TEMPERED GABS.
TIS
43
tA 1e t Y)FOR B�BNOT WROUND X70 THE NEXTtag ie +e AVAIIABLE WIDTHRHOEGHT DIMENSION SHOWN
M ON THE TAKE
I&SM /8 x JZ
O
GO
E
qdNN�
8)FOR BOUARE OR RECTANGULAR WINDOWS,USE
TABLE& THE TA13LES ON SHEETS a OR& Ql O
Mumu.Anchor Sp.1.9 Abend Sm MI Fnme Type,(BI) Own:INroriW Temp-d GW,Mem ftio r lmtdeled Foure:AmhBroWml shop" 4)THE WINDOW WIDTH AND HEIGHT MAY BE n
RESULTREMW,89O TO OBTAIN A MORE ACCURATE I
urvShmeon)4 mm n n M M m n 92 98 99 FROM THE TABLE(SEE FIGURE.THIS SSHIET).
A A B C 102Y
C A C A B A A B B Z ?
>o t e Ia to 75)USE FIE w ON THE TAMES FOR : U
b U.7 1 1 MO 10.0 MY 1q 41 N.J 10.0 96 11.0 Ito a0 tl0 0. t0. 0.a fAe 10.0
TIFIE WINDOW FRAME.
4 fab a.a %o ta0 m0 ta.o 9.x tae 10. a N.1 9A 1/. 1 w.0 1 e la MiMiT4nP DI.F71BN7N8 FORPlANOE WINDOWS �
M U2 .0 9.7 to 0.B 0.9 tae 160 1.0 ta?lea 0.1 2 d0 .0 14,1 10.0 0.1 N.J t0.0 6 11.6 O)TVIT TIED WINDOWSORMICxEWNDONS. a
b
to Ia0 100 a6 T 1 o 0 taa 1 0 13.1 U.
0.1 Ia.e 8UBTWGTI' r � Zty
1 12 .0 BA 19. .e +d0 10.0 0.7 182 16 a0 tae 9.0 lap w. 9.0 1 0.2 18.8 iQ0 9.8 1/.i t D s
M .z + -WD n1 +ze te.oa u1 to e.] ua ro.o 1 B a9 6 m.0 19.6 taB + U. TABLE DIMENSIONS MAY BE Z
aR a9 1 0.1 A 10.0 1 +8.01 tzB QO e.e 19.0 10.0 0.1 US ta0 So S MO o 0 1a7 Ito ORIENTED VERTICALLY OR "7 V
A M ].9 a +. 0 1 MD t t. uo x.o e.a 12e t2 ae B e +a+ MB 1a4 ao a +sa o HDFt¢ONTMLY AS BHI�/H. '�11. x.0 ]. .0 ].0 1 1 0 t 121 .0 fle 0 4/ 0 69 x,0 8.] ta.2 10.0 qo 1aeMO11.6 1077.0tt. +. Ino .0 122 0 a1 Y21 w.0 E3 120 w.0 64 12 Me 1&0 to 1.t LONG] 1 1. 1.4 1. .6 \. 1 0. .9 12. 0 fle 62 u.6 126 ie. L BIDE
e2 7.2 1 0 1.1 tat 7.6 t1.1 16.p 11. 1 ] t1.] t .0 tY. .D a0 fO.D p.+ 810.9 I~LONG SIDE 1�
N 7.1 0. U.] ].t tae Me 11. i 1a8 q .p 11. 11. 0 7.0 A A r
d9 t0. N.a 7.0 w.e .a a9 �J t t M\ ]I 11. 1
N 67 0. MV 1 1 1 a 1 1 SHORT $n
AID 1 .1 1. 1 N.J 1fl 1. M
n 53 ae M8 9.0 la 0. It. BIDE �B{�
71 aS a LA0 as
-1--f
7 u L BS+T
SIDE �4 �
7a eA m m.9 IY g
TABLE B.CONT.: ESE
MexYMNn Anchor Spacing AEoaled/or.0 Frame Typn,On) Ob":LIP or 1W Tempered OMee,MunoBlde or Bwubled F-:ArehllechrrYBhepn
``1\1111111111,
Long BHr(n) 102 to 110 Ile tm tm 1m 197 1N 110
Aau v a e C A A e A C .`p ....
SIre
e .. .••�2 W
Io TY To!+e.o a. tit 1. ro.o 1a2 tat t A tag lux N.a ts.o+o.a/ m.oCj 1 t 1a. M9 1e.B+ua teD 1e.o ar
�
S 91 N. 18.0 0. 11. 0 10.0 1 1a0 Tat +A 10.0 10. 1 0 R Y 6 ta]tO.D =g14, V O yL 66�1Q
1 11.0 10.0 NA 1. 9. M9 .9 + t o t ao w. a x.o m.Y+a4+e.0 = j W
ffiffi b 0. MI M. m. 1A 1 09aa�' ===7770
M 3 M 9.p NA 1a0 0.e Me O••O`al 11
I N.0 10.0 9.a M A 4.1 0 0.p 14 1. 2
.1 M9 10.0 m. t +1. MO y
U?a.7 m. .1 tae 10.0 �y1 (Lys 20.
n lap ro. i�'fy•*•.....•a�Q```
��T7+n t u P1+1`11
90°CORNER_ ANGLED/CURVED C?}� 90°CORNER ANGLED/CURVED
\ FRAME FRAME \ FRAME FRAME
ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY
O8 2
I
1 2
14 16 MnEREDFRAME
14 15 MnlREDFRAME Wm4 FRAME
WITH FRAME I WELDS AT
WELD$AT 9C.REW BSS
SCREW BO88EA
ASSEMBLY DETAILS FOR FLANGE FRAMES ASSEMBLY DETAILS FOR FIN FRAMES
TABLE C, 2.aov
Item PGT POT
0 Dwp.0 PaRM Dasplpdon -,yr L �.eN. •1-�I .798
1 502 88342 FWnp Frans
2 521 89087 IntaWWeDlal Fn Frame T
3 603 81188 GIakN)saw y .500' 1.728 Aw
4 BDURAK35 18'Dura Seal Spacer
5 ODURAK60 18"Dum Seel Spacer ---" "�` I D6P O GLAZJNG BEAD
800.475 ALLUNIN
6 Dor 898 SMcone m Epdwdent FLANGE_
9 558 70689C Gasket(st 90'corns JoWds) (��ALUMNduM O�FANFRAME __..._
10 1208 61300K Cloned CeN Foam TBpe
11 1052 71052K SoWnp Block 1/18'x 3N'x I —----------- PRODUCTREws m
12 1285 712BBIK Sdit Block Illi'x 311W x 1-112" d.A
14 1181 7634AA $5 X 1aww44"PH PN SMS 1 I I MA1dire No -
L V LYNN MC � oaNx
16 78IPSTX YB X3H'PH PN SMS-S.S. ``�.,0�. ""'• CCFq'iii J.J.15e
10/19/11 " ZSHEET
IIA7+GE THIS
78 1012 7PWBW NB X718'PH FH SMS®10.1!7'O.C.lyp. • SEN '•,•* mrr Rwskkr kw�fReae eC.A
17 11w m 1/0 On.
18 314'Ki Glass(with 118"w 1H'7 =
19 1"IG(iws(with 118"m Il4')
(.II W
w BOM&CORNER ASSEMBLY DETAILS J ROSOWSKI
' '•. 6TA 1070 T0d#IOLM DRME TSM
K YOM M1 34275
SS/ONAL�? A a FL FIXED WINDOW INSTALLATION GUI� INES 4/01/11
IMOMC CERA.OF Aum./292os PW-220 NT3 8 OF 8 MD-PW220-01 A
PEl SaW
MIAMDADE AIIAMI—DADS COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) Lvww.miamidade.eov/devetoomenV
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami--Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane zone.
DESCRIPTION: Series 11FD-101"Outswing Aluminum French Door w/wo Sidelites—L.M.I.
APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites,
lmpact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control
Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami--Dade
County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1013.22 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.12-0516.02
MIAMi•DADE COUNTY Expiration Date: October 18,2017
Approval Date: August 30,2012
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 11005-1, titled Series "Alum. French Door& Sidelites, Impact", sheets
1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture,signed and sealed by Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson, P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E.
(Submitted under previous NOA No. 07-0629.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBG-2007
and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn
Miller,P. E.
(Submitted ui:der previous NOA No. 07-0629.10)
2. Glazing complies with ASTM E1300-02/04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and
Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16.
Jaime D.Gascon .E.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18,2017
Approval Date: August 30,2012
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and complying with FBC-2010, issued by
manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P.E.
2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed
and sealed by Lynn Miller,P. E.
3. Laboratory compliance letter for Test Report No. VIr"864, issued by Fenestration
Testing Laboratory,Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E.
4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon, P. E.
5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration
Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P.E.
(Submitted under previous NOA No. 07-0629.10)
G. OTHERS
1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series
"FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved
on 11/23/11 and expiring on 10/18/12.
Jaime D.Gascon,P.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18,2017
Approval Date: August 30,2012
E-3
NOTES:OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER RppUC'RENLIVEI
- _. �jil Coda�d,dmfimiL�
1.GUIZING OPTIONS: Auepwaera J�t6�.�
A.318"LAMI NOM.(.402"1 CONSISTINGOF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM yi�l„Ilannea./5.4 17
PLUS(1)LITE OF 3+18"HEAT STRENGTHENED GLASS.
B.3/8"LAMI NOM.6402")CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE e+oMM CantoP'
MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS.
C.7/16"LAMI NOM.(.4651 CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS.
D.7118"LAMI NOM.(.465'1 CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE N 4O
MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. NOA DRAWING MAP $ U &
E.13/18'LAMI IG NOM.LS40")CONSISTING OF(1)LITE OF 3118"TEMPERED GLASS,114"AIRSPACE,(1)LITE OF 1B"HEAT STRENGTHENED GLASS PLUS AN.090 PVB _
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3Ii8"HEAT STRENGTHENED GLASS.
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC ....SHE1 D.
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04.
GENERAL NOTES............1 O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATK)NS...........1 R' p
3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OJX OJO AND OXXO. GLAZING DETAILS...........1 O
___
4.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 _ J
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS....................3 LL
VERT.SECTIONS.............d W J W
REQUIREMENTS SEE SHEETS 8 THROUGH 10. F- p
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS...........6 Q O
PARTS LIST....................1) O (1)
8.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. LL
7.REFERENCES: EXTRUSIONS...................6,7 wo.LU -6O
(TEST REPORTS FTL4964,5212 8 6864;ELCO ULTRACON NOA:11.0406.01,12-0126.09;ANSVAFBPA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE.....................8-10 to Of
DESIGN MANUAL. Z
8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY O W r
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS H
9.CO WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNFSI Fn W Z
A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.-HEATSTRENGTFENEO O W p Z
B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z W
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q LL O
N LL
d
�30 30 -.. 30
9 "
C3}- 112"GLASS BITE (7� 112"GLASS BITE 74 1 G BITE
EXEXTERIOR
TERIOR94+ E� 94 94o
118"AN.OR 3116"AN.OR IH"AIRSPACE 3116"HS.
HS.GLASS HS.GLASS
_3116"HS. 3118"HS. GLASS
.090 PVB INTERLAYER GLASS .080 PVB INTERLAYER �g 3+18°TP.GLASS \`1`111 '''
(DUPONT BUTACITE OR (DUPONT BUTACITE OR a��
SAFLEXIKEEPSAFE SAFLEXIKEEPSAFE .080 PVB INTERLAYER -1/8"HS.GLASS *....\...,
MAXIMUM) MAXIMUM) (DUPONT BUTACITE).. `�
LASS
3/8"NOM. __7116"NOM. 1316M' _`c.'zT 4: 8
GLASS STACK GLASS STACK STACK �'; * a°'Z-S'1
3/8"LAMI NOM. 7/16"LAMI NOM. 13116"LAMI IG NOM.
GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: vaoourrr en
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: 0.ee we IO2
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(tl8"A,.090 PVB,3116"HS) s"➢i^,IIp�Oa°"
DOORS WITH GLASS TYPES A B,C,D ORE C'338"LAMI(1/8"HS,.090 PVB,3316"HS)
C.7116"LAMI(3/76"A-090 PVB,3116'HS)
HEIGHT D.7/16"LAMI(331("HS,.090 PVB,3116"HS)
X WIDTH XX%IDT H 6 -793/4-1 70-833(4"1 87 314" 1 91 3/4" 80-95 314" ®E.13116•LAMI IG(3116'TP,114"AIRSPACE,1/8"HS,.090 PVB,3/16"HS)
0 e 2.COMBINED DOOR&SIDE LITEWIDTHS FOR TABLE 1 OR 2. Y N
3 371/7 g 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 N
MAX.OX/XO WIDTH=73172" 3 $ U
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/7 p a-
27 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -75.0
MAX.XXO/OXX WIDTH=107 334'
MAX.OXXO WIDTH=143 3/4"
361/8" +75.0 -75.01+75.01-75.01+71 A -71.4 +67.8 -67.6 +64.2 -64.2
3.SINGLE DOORS 33 SJ8'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84 118" ��� W I o
36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES 8,C,D OR E FBC.NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. W J
36 314" +75.0 -75.01+75.01-75.0 +75.0 -75.0 1+75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p
05 LL
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND 810E LITE DESIGN PRESSURES: y o6 p
APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,0)0(&OXXOg w p N
EX.A FROM TABLE 1.
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE 0 a: 8 F
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x O"HIGH SINGLE DOOR WITH 29"SIDE LITES
GLASS TYPES A B,C,D OR E DESIGN PRESSURE=+67.8/-67.8 PSF Lu U
HEIGHT EX,B FROM TABLE 1. Q it W
X WIDTH OXXO WITH GLASS TYPE A 0- Q
X WIDTH Xo
68-79 314" 70-83 314" 87 3/4" 91 3/4" 80-95 314" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES d%N Z LL r
2° 251/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSF Q N ? LL
p
271/2" 513/4" +54.9 .54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 "44.3 EX.C FROM TABLE 2. Q
ONO WITH GLASS TYPE C
29112" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 46.1 +43.8 43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 28"SIDE LITES
26 31 112" 50 59 3/4" +49.0 49.0 +46.2 -46.2 +43.6 43.6 +41.4 41.4 +39.3 •39.3 DESIGN PRESSURE=+4361-43.6 PSF _
28 331/2" 64 633/4-+43.1 -43.1 +43.1 43.1 +41.5 41.5 +39.3 39.3 +37.3 -37.3 EX.O FROM TABLE 2.
OXXO WID GLASS TYPE C
351/2" 67 3/4" +36.1 -38.1 +38.1 -38,1 +38,1 -38,1 +37.5 -37.5 +35.6 -35.6 83314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES ���fff
DESIGN PRESSURE=+43.1/43.1 PSF O 6
30 371/7' 60 713/4" +34.01-34.01+34.0 -34.0 +34.0 34.0 +34.0 -34.0 +34.0 -34.0 f
O WIDTH GLASS TYPES A B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH S=
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
103/4" +75.01-75.0- +75.O -75.0 +75.0 -75.9 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT
DETAIL.
12314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
SINGLE 19" +72.4 -72.4 +66.5 -68.5 +65.0 .65.0 +61.9 -61.9 +59.0 -59.0
SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4
_z.z �F�
27 314" +52.9 -52.9 +49.9 49.9 +47.2 47.2 +44.7 44.7 +42.6 -42.6 = ` -'4 r
361/8" +35.2 -35.2 +35.2 35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 20'•.
36 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0
j� 731/2'MAX. 10910'MAX.
--I I` 38 314- 143 314*MAX. HOD
U(I R
MAX. MAX. SEE NOTE 3_ 3MAX MAX. SEE_NOTE S A—Pwwm�tllieEtiate5.
�0.
_ Ono,noes l i
41
C9
�° %
MAX.
o .. ago
40 g
10 LE'
woEj 1E Er E Er JE Ef EI JEX 1 O O 1 X 1 0 0 1 X INACI 0 tq p o
F p) LL.
SEE NOTE 4 J� SEE NOTE 4 --SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W X O
OX OR XO OXO OXXO 41
o
C) o �
------71 314'MAX. M X4• h
371/2' 249118"MAX. 33 818'MAX. U)AMAX. A DLO(TYI') B OLD(TVP.) G w
1/ N 0 LL
49 MAX. 49 41 _ G CN �
LL
HT, J J
10 TYP. 95 314' O W
MAX.
84
MAX
TYP.• 1 OLD 8(NP.) nAA
OLD '
4( (TYP) DOOR o LL
DLO HEIGHT -HEIGHT-113W o
(TYP,)pt IDI
D C1. �C Ff �F DLO WIDTH'XX'=DOOR WIDTW2-115118" bz6
X 1 tL \ZA Z( INACT 1 0 SIDE LITE
a
�.. .. - DLO HEIGHT=HEIGHT 41318" �``` ♦<.,.....:,. �/j
_J DLOWIDTH WIDTH-31V
A A XX B_1
X O
NOTES: 41 - :i ~ ♦�T o Z
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. l4�-
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. Z
3.SIDE LITES OVERLAP X AND 7W DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO%'OX','OXO'-XX0','OXX'AND'OXXO'CONFIGURATIONS.
4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). ��1Ny:..........•"�C��J d
6.CLEAR OPENING FOR 7C AND')X'DOORS AS FOLLOWS:CX'DOORS=WIDTH-5.848) (70(•DOOR=DOOR W IDTHl2.4.079)
(3 ..- mooucrnew�n ye�me
��- _ . �
EXTERIOR INTERIOR
10 1 J 60 '� ® Y N U
C7) ti C 4 AT HEADMAMB Q
J �l \\\65 ATSILUJAMB O ° g
CLEAR-COLORED"... @ �
EXTERIOR INTERIOR SEALANT & to 48
o �
J f— O O
® 63 rn rn a
o U oG O
�W y o v
o
o
MAX. MAX. MAX. BI MAX. [�J
DLO —._ -.....-.... . DOOR DLO _.. _ -- LITE �i Q(g W L
HEIGHT HEIGHT Q0: U U p
QN � pj
® k o p€a
7Fw—
SL VIEW G_G40
CORNER ASSEMBLY
°yam...• �',;
DOOR SECT.A-A SL SECT.B-B
VERTICAL VERTICAL ',yfay' •.�..••
( 4 49) PRODUCT RENEWED
__—MAX — Plying wiM lha kto�id•
��DMe Proencl Co
• • Y N O
o <a
MAX. O u)
OLD 'XX'SECT.C-C DLO 31 ui f o
(Y5C36 �� C4 HORIZ., �46 45 6 C3� w �
20 N O
LL
F •�
10
w Z W 0
O
- — Q U p H
LU Z
• INTERIOR V D,J J U
Z Tn H 7w
—
C-4
• Z o
N �—
�MAX.� g aQ N R' w
DLO 'X'SECT.D-D
C46c N g b
Cx 1 5) --_" EXTERIOR o
HORIZ.
SPACING,SAME AS
MAX.SL WIDTH JAMB ANCHOR SPACING MAX.SL WIDTH gN n
--� (SEE SHEETS 7,8 AND 9) �-
.
62 n�a
��.a
MAX
LD OSEE TABLES 1 AND 2 AND DLO
22 NOTES ON SHEETS 1&2 = O:Z
FOR APPLICABILITY "'�'_•!
C6 62 SL SECT.E-E 62 SL SECT.F-F z
HORIZ.(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) ?r ........
e
ITEM DWG# POTS DESCRIPTION ITEM DW G# POT# DESCRIPTION
1 9438 80911 FRAME HEAD 60 920D 89200 SDEUTE HEADER pRODUCf ItENEWFl)
2 1010 84300 W8TP.,Q-LON.190X.375 HIGH 61 9210 6921 SDELITE SILL ,ae„y,�„gym lue plwiAe
3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 82 916B 80381 SIDELRE JAMB eelwatcee+{''-osf&.O
Aaegeocs H°�-Tra-r'),01
4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA #8 X 1.000 UAD PN.SMS �y4e4op Dow.
• --, �
5 938 7938X 2 PT.LOCK STRIKERTE 64 998 7998 HEAD GASKETS(STOCKING 070998) q�.y, �;-.�
6 958 79684 FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING#70999)
7 7832X12FPXP #832 X.600 PH.FL.MS-S.S.W/SILICONE PATCH 86 934A 61641M SDELITE JAMB ADAPTER
6 995 70995 GASKET(BETWEEN THRES 8 FRAME JAMB 67 #12 X 1.000 SHEET METAL SCREW
9 998 70998 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 712663K SETTIING BLOCK,3/32'X 1/4”X 1'W/PSA,66+1.6 DURO. Y N p
10 952A 6533016 FILLER HEAD ADAPTER ® 71 71287K SETTING BLOCK,1/18'X 112"X 1"W/PSA,85+1-5 DURO. 1-
11 11000 611000M OUTSWING THRESHOLD 72 42224 64222 BEAD,7/16"
12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY#32011) 73 988 6988 BEAD,3/8' U) o d
13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER ® 74 64057 BEAD,13/16'IG O
14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) @ 90 6DURAK14 7l4'DURASEAL 10 SPACER
16 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION M LDED) ® 91 STP248 BULB,THIN USED IN EXTRUDED BEAD W $o
16 11003A 411003A ACETAL SPACER. (INHOU E INJECTION MOLDED) 92 988 W9e8 BEAD,INTERIOR I-
20 015D 60380 FRAME JAMB(OUTSWING) ® 93 1224 eTP247 BULB,7NIq((USED IN EXTRUDED BEADS 65+1-1 DURO. J
21 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 OR 3 LU p
22 88808M REINFORCEMENT,1.000 X 2.760 X 0.850,e061-T5 95 O S,318'LAMI.1/6'A,.90 PVB,3/16"HS 0� to U,
23 1140 78X112PSATS #8 X 1.500 PH 80 A TIS 98 GLASS,3/8'LAMI.1/8"HS,.90 PV9,3/1e'HS d a6 O
24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7/16'LAMI.3/1e'A,.90 PVB,3/18"HS W eO
26 930 41721N STRIKE PLATE INSERT 98 GLASS,7/18'LAMI-3/1 116,.90 PVB,3/1 O
26 1118 710X34PFA #10 X.750 PH.FL.SMS ® 99 GLASS,13116'LAMI K3-3118"TP,1/4'AIRSPACE,1/B"HS,. ,3118"HS Z O
27 7070 67070K BULB WEATHE TRP.187 X.300 HIGH 103 OFF-THE SH DEAD BOLT LOCK IO = I z
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL
31 911E 6911 DOOR PANEL IDE RAIL O F W
32 917 7FRM0 HINGE EXTRUSION r�4- �.ff Q K o
33 1178 71058M W,B #10X.626 PH.FL SMS 1 N U-
34 913A W378M TRUSS CLAMP I U '� 0- N
o E �J LL
35 1130 6TRODA 6116-18 THREADED ROD •055�+il�� � a0 a �Q LL
36 990 79OMTA 5116.18 FLANGED HEX NUT
37 9144 60379M WEATHER TRP C N L �3' OUTSWING THRESHOLD
38 7834FPT X.75 PH,FL.TEK CJ CHANNEL COVER
39 997 70997 GASKET(BETWEEN PANEL HEADISILL&PANEL STILES) 6063-T8 F
40 1023 67924G WSTP.,.167 X.260 HIGH,FINSEAL X
41 928 41720 SLIDE OLT ABBY.(INACTIVE PANELONLY) die
42 1145 76X12FPAW #8 X.500 PH FL SMS TYPE BDS
43 1212 7P30GG SILL DUST PLUG INACTIVE PNL) cj
44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) Q�4
46 9848 6984 DOOR PANEL ASTRAGAL 2(OUTSWING)�- -2,750--►� b
46 1213 6Q2WK WSTP.,Q-LON.190 X.200 HIGH
47 929 74UBLOK LOCK SUPPORT ASSY. 41707&41708 ���� ..y
48 1139 7634E #6 X.750 PH.FL.SMS tow /`�'L
49 982 D2P AY 2 PT.LOCK ASSY. -- `vQ-; �j
50 6RISOFS RUBBERSLEEVE .550 - o `( °'' >=4
51 930 41721 STRIKE PL.INSERT INACTIVE PANEL) f 2/ •125
52 931 7fRSPX DEADSOLT STRIKE PLATE ) TUBE MULL
53 1118 710XT4PFA OX.750 PH FL.SMS -- \ 8083-TS = i ��zw
54 957 170957X HANDLE STRIKE PLATE
55 1118 710X34PFA #10X.750 PH FL.SMS .���y��l*11..... `` e
1.75 �0 1.750 1.750-III 1.750 FBoOurr Ltl: FwB
. �
_ _.. 1.480+{ .050__- _-Ifl BW�lame ,^ DStfo.O
AaoP� Mo ^_J
BxPlydRn Det (�(�/
.250-'�'1 �__ Mian uda Produ�l CMtroP
4.726 �\) WEATHER
4.820 4.726 4.726 .002 -060 �/ STRIP CHANNEL N Q
4.000 .082..- - 4.100 _082 _ 4.100 .062 4.675 3'000 6063-T6 Y 4 g
to F
4.675 0.375 U
4.1100 L p O.
�� (6 18
DOON
�.. __1____ o JJAMB FRAME. 2J2� ._.125 t=
JJ 6083T8
/�� DOOR PANEL C DOOR PANEL LU O
0 TOP 6 BOTTOM RAIL 13 1 SIDE RAIL \ DOOR PANEL / DOOR PANEL 0
�J 606375 �/ 8063-T5 144J INTERIOR ASTRAGAL �� EXTERIOR ASTRAGAL 32 HINGE n N LL
8063-T5 6003-T6 6063-T5 F . 00
I �
3.865 .12b �.{ I-__.,525
a.nt -{� - -1 H .55e 1 a O 3-
q 750 -.050 .683 I1 050 0 p p Z
1.400 .050.'.'11-'1- f T-' 7 .060 �{�.1720� ® Q z Z a
1 �\ TRUSS CLAMP 318"GLAZING BEAD 7110'GLAZING BEAD ��jj W
C_l FILLER MEAD ADAPTER �� 8063-75 733 8063-T5 72 6063-T5 a000 T � LL
r+J 8083-T8 D_o
of
�- 3.100 rj _.._ __ - 1.092 Q N E 6 LL
LL
_ T
3.000---1 }
- IG GLAZING BEAD
77 }t 1.479 62 SLJAMB (7� 8063-T5
__.I � 6063-T6 �Ln �
1.2j72 1.479 -- ' J R a
L 5.459 .075 -- 5.212 -1-1130 s$w
050 1 :
6
FRAME HEAD 8'080 075 g
8083-T8 . 4.588
1 � 2.980 `�11L1 u�1311iq
.050 .750 .`� #..... .�N/��i�
...079 1.489 .050 ` ;. -'•y��:
.488 -a: m =v o•.
Z_�.
3.000-^I ---_..._- SL JAMB =,:: z r,4.•o n
OUTSWING THRESHOLD SL HEADER \1) SL SILL gs ADAPTER i*ol of
6063-T6 6� 8083-T6 CsJ 6063-T6 8063-Tfi O
Ynn11�1w1
HEADy� HEAD .�.{� HEAD HEAD HEAD I_ HEAD
�ZONE"C"—) I ZONE"D" I ZONE"D"� ZONE"E'l t—ZONE'D"._._ ZONE-E-1
'j pWmoIdmmpllMyinRg Fw+ew,u
AN
'10.v
A 17
x=MINIMUM JAMB ANCHOR
Mlrni'a'rm,m,.o.rmt
LOCATION.
a a a a p1 jo a p°
O X O O O O O Z XO OR OX –=ADDITIONAL JAMB Y N p
N N N N N PJ N ANCHOR LOCATION, to F
EQUALLY BPACED AS _
REQUIRED PER TABLES
U
3.7 ON SHEET 9. �O g
W 18
J �
®
ZONE BILL'10
F—ZONESILLD' SILL SILL SILL ZONE Ir ZONE*F ~ZONE"D"-ZONE'E"~ = Z 0) LL
SEE TABLE 3..SHT,9 SEE TABLE 4.,_SHT_9 SEE TABLE B.SHT.9 SEE—TABLES SHT.9 Z O otl O
HEAD HEAD HEAD HEAD HEAD Q
ZONE HE ZONEI HEAD HEAD ZONE ZONE-}— HEAD HEAD ZONE EXAMPLE p z a 0 a0
C 'E' ZONE F ,E, I rZONE DZONE"F'� „E" ZONE'F"�ZONE'P� „E" I ANCHORAGE SOLUTION W O ~
FOR A CONCRETE IJ1 z
OXXO INSTALLATION o w
' A.19"x83 3(4"SIDE LITES"B"AND �N to LL
o
"E'ZONE ANCHORS FROM y]I (Lo = g
TABLE 7,SHEET 9. $ Q N U ] LL
N OXO N N XXO OR OXX '� N OXXO Z p ¢ a
2 PLUS;
. B.713/4"x83314"XX DOOR ZONE Y
'F ANCHORS FROM TABLE 4, gg
SHEET 9,EACH"F ZONE. x+ i
SEE ENCIRCLED VALUES,SHEET 9
SOLUTION!. p
TOTALS(4)TYPE I OR 2 ANCHORS tit
SILL SILL SILL SILL ILL EACH JAMB AND 2+5-5-2=(14)
SILL I � SILL � SILL � l � � SILL � SILL � ,�
ZONE 20NE ZONE 20NE ZONE TYPE 1 OR 2 ANCHORS AT HEAD
ZONE'F' ZONE 9" ZONE"F ZONE"F ZONE"F"
SEE TABLE 7.,SHT.9 �" SEE TABLE 7.,SHf.9 „e � E' SEE TABLE 7,SHT.9 �" AND AT SILL.
EXAMPLE OF ANCHORAGE FOR A 71 314"x S3 314""XX'DOOR, *=ANCHOR LOCATION FOR ��`,....."'•.'
WITH 19"x 833/4'SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE
NOTES: Z
Aho':�=�¢
1.APPROVED ANCHOR TYPES ARE: 1.1/4'ELCO TAPCONS 2.1/4'ELCO S84 CRETE-FLEX MASONRY ANCHORS 3.012 SCREWS = w
2NCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE?SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. ^ �"�
JAMBS(ALL):13114"MAX.FROM CORNERS AND 23118"MAX.O.C. Zp y
HEAD&SILL OF DOORS:8'MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8'MAX.O.C. ,ti1gy'......�...•''
HEAD&SILL OF SIDE LITES:B"MAX.FROM CORNERS AND 24 314"MAX.O.C. q1j# Pix
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE® TABLE 6.XO&OX ® TABLE 7.0X0,XXO,O XX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO&OX) &OXXOPRODUCTRENEWBD
1.114"ELCO TAPCONS yM1 me Fbdde
GLASS TYPESGLASSTYPESowaft
PES A.U.C.D,E GLASS TYPES A.B.C.D.E GLASS TYPES h B.G D.E GLASS TYPES A.U,C,O,E GLASS
PES A,8,C,Q E Od1461g Coco&t 7.,-jJS�6-
ANCH7RTYPE Z3,WOOD 1,2 CONC ANCHOR TYPE 23.WOOL 1],CONC ANCHOR TYPE 2,3,WOOD 1.2.OONC ANCHOR TYPE 2,3,WOOD 1,2 CONC ANCHOR ttPE 2.3.WOOD 1.2.CONC 2.114"ELCO SS4 CRETE-FLEX
&SUBSTRATE 8 SUBSTRATE &SUBSTRATE &SUBSTRATE 8 SUBSTRATE DatA I Z
_ MASONRY ANCHORS
DOOR WIDTH$ LMD20NES DOOR WIDTHS LOAD ZONES Wim. LOAD 20NES DOOR WIDTHS LOADZDNES DOORrigiHS LOAD ZONES 3.#12 SCREWS(GS) By'"�:i; �
W-2b.6C "XX"-47.7 ^O"-10.7 "X"-25.50 'X'-26.50
M IDade Pmducl hol
TO 37.5C TO 71.75 TO 3576 TO 37.60 TO 37.50
4.ENCIRCLED ANCHOR
L'P w P P' w QUANTITIES IN TABLES 4 Y N p
�:1;7. 3 H a Ly� a �+ 8 �� "XX"-47.75 2 �+ �_ AND 7 PERTAIN TO THE
a ¢ -Z 3 J< En to 4 to < TO 71.75 m a y y F
Nd a d r r m� Yd+ + + _.. �' m EXAMPLE ANCHORAGE U) p CJ
g 3 g i s s= spa g t Q
is r 4 F W p 3 a BIDE ' ,$ '' 0< SIDE ' SOLUTION ON SHEET 8. O O _
LDE , . . UJ t/J a
WIDTH x HT. x x x 3 x x x 3 WIDTH. HT. '>)a WIDTH N HT. O O o O WWH X HT. O O x x O O x K WIDTH x Hf. o o "C o o !1 O J
25.50 x 79.76 5 2 7 4 2 3 47.75 x 79.7 4 3 8 4 2 3 10.75 x 79,76 4 1 4 1 10.75 x 79.7 1 2 C 4 2 10.76 x 79.7 4 2 4 2 € Q ( C7
83.7 5 2 7 4 2 3 83.7 5 1 7 4 2 3 63.75 4 1 4 1 83.7 4 2 / 2 83.7 4 2 FF 4 2 FF & F W $O
B7.7 b 2 7 4 2 3 87.7 6 4 7 9 2 3 87.75 4 1 4 1 87.7 4 2 m 4 2 87.7 4 2 C 4 2 W W J 6
91,7 6 2 7 4 2 3 91.7 b 4 7 4 2 3 81.76 / 1 / 1 91.7 4 2 S 4 2 87.7 4 2 lime 4 2 a Z W C 5 O
%.75 6 2 7 4 2 3 95.7 5 4 7 4 2 3 %.75 / 1 4 1 %.75 4 2 4 2 m %.76 4 2 p 4 2 g
27.50 x 79.7 5 2 7 4 2 3 51.75 x 79.76 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.7 4 2 S 4 2 IQ 12.75 x 79.76 4 2 8 1 2 8 F' 0 U) LL
83.7 5 2 7 4 2 3 83.7 6 4 7 4 2 J 83.7 4 2 4 2 83.7 4 2 " 4 2 f 83.75 4 2 4 2 U) Q 0
87.7 5 2 7 4 2 3 87.7 6 / 7 4 2 3 87.76 4 2 4 2 87.7 4 2 m 4 2 07.7a4 O)
91.7 6 2 7 4 2 5 91.7 5 4 7 4 2 3 91.76 4 2 4 2 91.7 4 2 fes.. 4 2 r 91.7 4 2 Y 1 2 VI O U)
- _...___. __.._..-_._ _ G
9&7 8 2 7 4 2 5 %.7 B 4 7 4 3 5 %.76 4 2 4 2 95.75:4 2 I Z 95.7 4 2 4 2
29.60 x 79.7 5 2 8 4 2 3 55.76 x 79.7 6 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 19.00 x 79.7 4 3 4 2 W Z Z
83.75 5 2 _8 4 2 3 83.7 6 4 7 4 2 3 83. 4 2 4 2 83.7 4 3 4 2 �( 83.7 4 3 W 4 2 j Z
87.7 8 2 8 1 2 LLI
6 87.7 5 4 7 4 2 3 87. / 2 4 2 87.7 4 3 / 2 87.76 4 3 p 4 2 a, o
91.7 8 2 B 4 2 5 81.7 8 4 7 4 3 b 91.7 / 2 4 2 91.7 4 3 t 4 2 < 91.76 1 3 r=J 4 2 N O LL
95.7 8 2 8
4121 5 95 8 4 8 4 3 6 %.76 4 2 4 2 %.7 4 3 4 2 %.7 4 3 0 4 2
$1.50 x 79.7 5 2 8 4 2 3 68.76 x 79.7 6 5 8 4 2 3 21.75 x 79.76 4 2 4 2 21.75 x 79.7 4 3 0 4 2 0 21.75 x 79.7 4 3 � 4 2 � Q N Z $$J �LL
83.75 6 2 8 4 2 6 83.76 6 5 8 4 2 3 83.7 4 T 4 2 83.7 4 3 = 4 2 = 8J.7 4 3 g 1 2 �` (] Q C Q
87.76 6 2.8 4 2 5 87.7 6 5 8 4 3 5 87.7 1 2 4 _2_ 87.7 4 3 4 2 w 87.75 4 3_pp��� 1 2 y�y
81.7 8 2 8 4 2 5 81.7 6 5 8 4 3 5 91.7 5 2-..._.4 2 81.7 b 3 } 4 2 91.75 5 3 O 4 2 p
%.7 7 2110 4 2 5 %.7 6 5 8 4 3 6 %.76 6 2 4 2 %.76 6 3 4 2 86.75 5 3 i1 4 2 i4 g
33.50 x 78.7 6 3 8 4 3 3 83.76 x 78.76 b 6 8 4 2 3 27.76 x 79.76 6 2 4 2 27.75 x 79.7 b 3 4 2 q 27.75 x 79.75 5 3 m 4 2 i4 X
83.75 6 3 B 4 S 5 83.75 B 5 6 4 3 5 63.7 5 2 4 2 83.7 5 3 = 4 2 = 83.7 5 3 x 4 2 5 r�W1
87.75 B 3 6 4 3 5 67.75 8 5 B 4 3 5 87.7 6 2 4 2 87.7 5 3 4 2 87.7 5 3 4 2 02 y *
91.7 7 3 10 4 3 5 81.7 8 6 8 4 3 6 81.76 8 2 4 2 81.7 B 5 4 3 w 81.7 8 3 _4 3 LL p�i! °
%.75 7 3 10 4 3 5 %.7 7 6 10 4 3 5 %.7 6 2 -4 2 %.7 8 3 4 3 < %.7 8 3 4 9 W b z
35.50 x 79.7 8 9 8 4 3 5 67.75 x79] B 5 8 4 9 5 38.19x79. B 3 4 3 98.13x79.76 8 / 4 3 36.13 x78.7 8 4 4 3
83.76 6 3 8 4 3 5 83.7 6 5 8 4 3 5 83.7 6 3 4 3 83.75 6 4 4 3 83.75 6 4 1 4 3 =
97.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 8775 7 3 4 3 87.75 7 5 4 3 87.76 7 5 4 3
0 o a33Ni
81.7 7 3 f0 4 3 5 91.75 7 8 10 4 3 5 91.7 7 3 4 3 91.7 7 6 o 4 3 m 97.7 7 6 p rc 4 3 s 11 �ij,"%
9&7 7 3 10 4 3 5 %.7 7 6 10 4 3 5 95.7 7 3 4 9 %.75 7 5 0 4 9 u %.7 7 5 c*1 4 9 =�1 'y¢ '� 1V
37.60 x 79.7 8 3 6 1 3 6 71.75 x 78.7 6 5 8 4 3 5 36.75 x79.76 8 3 4 3 36.75 x 79.76 8 4 < 4 3 ` 38.75 x 78.7 8 4 1 4 S Y _<;W ° z;W
<< W a'; _
e3.76 6 3 8 4 3 5 83.7 8 5 9 4 3 5 83.75 8 3 4 3 83.7 8 1 m 4 3 m B3.7b 6 4 w 4 3
Z F O;s.
87.75 7 3 10 4 3 6 87.7 6 5 ±. 4 3 6 87.75 7 3 4 3 87.7 7 5 4 3 87.75 7 5 0 4 3 0 = , o
91.76 7 3 10 4 3 5 91.7 7 8 3 5 81.7 7 3 4 3 81.7 7 6 q 4 S 81.75 7 6 4 3 '/y'u7
%.7 7 3 10 4 9 5 95.75 7 8 10 4 3 5 95.7 7 3 4 3 %.7 7 5 4 3 %.75 7 5 4 3 '��H1 fEyO�"� ¢
'/!2j!!*1 n 111111
2X WOOD 13x4" ��13142X WOOD T �.. 13/4' -__.-I-1314"MIN_E.D.
1 BUCK,NOTE 2 3.4 KSI MIN.CONIC �MIN Ell MIN E.D.D BUCK,NOTE 2 3.4 KSI MIN.CONC. ft111(E,D.,
1 - _ 1X W000 a j ) WOOD BUCK.NOTE 2 •,' /'. r i 1 318"TYPE 1 PR�P1jy �IIie PbMe
1 318" _ �j j_ BUCK,NOTE 2 � .. 1' 1___ E 2 1 W 1 318'MIN. » E 2 6Wimiwrwb"-"�., •Q
X
318"TYPE 1
73/4"TVP J ., �P
-
__ 114"MAX. --_ 1 - _.--1/4'MAX. in.d< ur1c�o-ul
---_-SHHA 114"MAX, -1/4"MAX. SHIMWO M
EXT. Q- SHIM SHIM
_-T
CONC.
EXT. ANCHOR ANCHOR. EXT. O ANCHOR EXT. ANCHOR, Y N p
TYPE 2 OR 3, _ U NOTE 1 NOTE 1 '- k
- - NOTE 1 TYPE 2 OR 3,
1 ll'TYPE 1 OR 2(CMU) NOTE 1 U
DOOR HEAD(WOOD) DOOR HEAD(CONC)1 3t8"TYPE 1(CONC) SIDE HEAD(WOOD) SIDE LITE HEAD(GONG) 0 a
1 318" _ / 1 3l4'TYPE 2(CONC) S LITEE H _. Z
MIN. 1/4"MAX -"-1 � 1 1/4"TYPE 1 OR 2(CMU) <n
�ff1l4"MAX.SHIM R'
SHIM .. ., IM"MAX.SHIM- if4"MAX.SHIM-
1 3/8'TYPE 1(GONG)
1318"MIN, c?•,.,},•, 1 314"TYPE 2(CONC)
..;.,....1 3M"MW.E.D. �. •; •.• W .
___ 1314 F_
WOOD ,.:; .•_ CONC.._.._-___---
ANCHOR "•.lp' `� ANCHOR, .�•; L•MIN.E.D. W
ON CCNC :y r'(�;; -.. NOTE 1 i.r
p
STAGGERED ANCHOR 1.5 KSI MIN.CMU OR S LLO
CENTERS, ON—. %."of F-
WOOD 3.4 KSI MIN.CONIC.
TYPE STAGGERED _- °`5
20R 3, CENTERS, t{`.• T AOR }.�,.•;,1�4"MIN.E.D. W J o
r�:1 V4"MIN.E.D.`` ,.:.:•,,:;•
NOTE 1 NOTE 1 .,.r.. 2 OR 3. ;::C'i,,{, Z Q Q fA
2%WOOp-, EXT. 1X WOOD BUCK, 1.6 KSI MIN.CMU OR WOODT' NOTE 1 :LG Q F- ❑ F-
BUCK,NOTE 2 NOTE 2 3.4 KSI MIN.CONIC. BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 " •EXT. =W p 2 Z
DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONIC) z N q w
WOOD ANCHOR TYPE 2 CONIC.ANCHOR, o
WOOD ANCHOR TYPE 2 OR 3 NOTE 1 OR 9,NOTE 1 NOTE 1 ` O L
-CONIC.ANCHOR,NOTE 1 - 1X VdOpp
EXT.. BUCK NOTE 2 �kAv
Q N V jLL
EXT. MAX. EXT. -NOTE3 SHIM 114"MAX, SHIM SHIMAX, O SHIM
8"TYPE -
3R MINr:r �;':.'',.:: 1314" E2 1318"MIN. -..- Yyn gg
TYP 7� cry :': .i'• .S 3/8'TYPE 7 1AIR
X i
-.:--. 13H r 3.4 KSI MIN. ';4..'„'•Y+;' '•.73/4'TYPE2 r`^�
-+-� 3.4 KSI MIN.CONIC.f CONIC '1 3l4' i
_ ;•.
2X WOOD BUCK NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 _ •`•—
DOOR SILL(WOOD) DOOR SILL(CONC) ~ MIN.E.D. ~ v
SIDE LITE SILL(WOOD) Ry iii"''
SIDE LITE SILL(CONIC)
NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED ELCO IN'TAPOONS EMBEDDED 7 318”MIN.(TYPE 1)OR tl4'SS4
CRETE-FLEX EMBEDDED 1 3/4'MIN.(TYPE 2).THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'.FOR WOOD INSTALLATIONS USE �N/
#12 SCREWS,G5(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1318'MIN.(TYPE 2). .�-,•'• '('•vo, a
2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 7 1/2"THICK.Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS �.•
DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS GRAS APPROVED BY THE
AUTHORITY HAVING JURISDICTION(AHJ). - :z ¢o:Z_ W
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) - '..�, z Sn 4:: m
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS y•.. C'j i
WOOD,3D#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. O'S1• ,.••'��: d
q�rr rrilnN"�\`
MIAMhMIAMI--DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 20h Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.miamidede.ugmAmra/
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction„
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA
--Product Control Section to be used in Miami-Dade County and other areas where allowed by the
Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"HR-710"Aluminum Horizontal Sliding Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by
PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the
Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E-1,E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
Muuawnde courjrr
,( `l NOA No. 11-1114.04
2 $ tZ Expiration Date: December 21,2016
Approval Date: February 16,2012
Page I
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) —
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011,
prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony
Lynn Miller,P. E.
B. TESTS
1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked—up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda
P. E.
(Submitted under NOA No. 07-0815.09)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201--94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,Type"C"sliding window,Grade 10,
per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04
Along with marked—up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,Type"C"sliding window,Grade 10,
per FBC 2411 3.2.1,TAS 202-94 and-per ASTM F 842-04
Along with marked—up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada,P. E.
(Submitted under NOA No. 06-0405.06)
Jaime D.Gasco ,P.E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L.
Clark,P. E.
(Submitted under previous NOA No. 07-0815.09)
2. Complies with ASTM E1300-98/04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,
Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on
12/11/16.
2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP
Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller,P. E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller; P. E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P. E.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007,dated 06/29/2011, signed and sealed by Robert L. Clark,P. E.
(Submitted under previous NOA No. 11-0630.02)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda,
P.E.
(Submitted under previous NDA No. 07-0815.09)
Jaime D.Gascon,P.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Reports No.'s FTL--4858 and FT"859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
by Edmundo Largaespada,P. E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series
"HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011
and expiring on 12/21/2016.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
E-3
GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A.5/16'LAMI CONSISTING OF(2)LITES OF 1R'ANNEALED GLASS WITH A.000 DUPONT BUTACITE OR SAFLOWEEPSAFE MAXIMUM PVB INTERLAYER.
B.518'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF UW HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEY KEEPSAFE
MAXIMUM PVB INTERLAYER.
C.5/18'LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D.7/16'LAMI CONSISTING OF(2)LITES OF 3/18'ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER.
E.718"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LRE OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE NOA DRAWING MAP
MAXIMUM PVB INTERLAYER. SHEET
F.7/16'LAMI CONSISTING OF(2)LITES OF 3MW HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1
GLAZING DETAILS............2
G.13/18"LAMI IG:(1)LITE OF 118"OR 3/18"ANNEALED(MIN.)GLASS,5/18'OR 378'AIR SPACE AND 5118"LAMI CONSISTING OF(2)UTES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3
ELEVATIONS.....................4
.090 DUPONT BUTACITE OR SAFLIX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS.............5
H.13/18'LAMI IG:(1)LITE OF 1B'OR 3118'ANNEALED(MIN.)GLASS,5118"OR SS"AIR SPACE AND BMW LAMI CONSISTING OF(1)LITE OF 1/B"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............6
OF 1W HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. PARTS UST.......................B
EXTRUSIONS....................7
I.13/16"LAMI 10:(1)LITE OF VW OR 3/18'ANNEALED(MIN.)GLASS,618'OR 378"AIR SPACE AND Sib'LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............6
WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................8-11
J.13/18"LAMI IG:(1)LITE OF VW OR 3178"ANNEALED(MIN.)GLASS.S18"OR 1/4"AIR SPACE AND 7118'LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH AN
.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER
K.1316'LAMI IG:(1)LITE OF 1/B'OR 3/16"ANNEALED(MIN.)GLASS,3/18"OR 114'AIR SPACE AND 718'LAMI CONSISTING OF(1)UTE OF 3MW ANNEALED GLASS AND(1)L17E
OF NII HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPWE MAXIMUM PVB INTERLAYER
L.13/18'LAMI IG:(1)UTE OF 1/8"OR 318"ANNEALED(MIN.)GLASS,3/16'OR 1/4"AIR SPACE AND 7118'LAMB CONSISTING OF(2)UTES OF 3178"HEAT STRENGTHENED GLASS
WITH AN.GOD DUPONT BUTACITE OR SAFLEXgQEPSAFE MAXIMUM PVB INTERLAYER.
2.CONFIGURATIONS:OX X9,,XOX
3.DESIGN PRESSURES:(SEE TABLES,SHEET 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B.POSITIVE DESIGN LOADS BAKED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4.ANCHORAGE:THE 331/391 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRoO�DUpICyTqRRVISBD
8+96b Code k Flaf6
5.SHUTTERS ARE NOT REQUIRED. A110
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. B7
7.REFERENCES:TEST REPORTS FTL-4858,FTL-48M AND FTL{330. MIL9Y
ELCO TEXTRON NDA:044"721.01,03-M6.05
ANSI/AFBPA NDS-2005 FOR WOOD CONSTRUCTION
ADM-2006 ALUMINUM DESIGN MANUAL NY iYNN,y/(Nqq�i���
�`i.`�.'JGENSE•'•"7
0.THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY �.•' *%
HURRM W ZONE(HVHZ). 58705
9,FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G•L SHAH HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. — ��
= �°•u I (�
!d M701 E R7C27NV000ECWVE �� ST V 2
+oro lECHHaoov acroE GENERAL NOTES '%OAF••..Ftomv�••�(2`
JR 616Y1 O
Fx' Y/807 c o7T9B7F46iHH)NOTES TOanRSTEar. r10KON18. L,SYN/Di 1MN1L.11•[A11.
E1\M1-A—WFnlOa—WT-0NEC0 NOTNOE !UM.HORZONALROLLER WINDOW,MACT
4127RM/ `FK 140 •11 -10 "E
PE
P.EJ El106
21 50 21 50
aEXTERIOR INTERIOR
:�9
[J" 12'NOM. 55 1n'NOM. (ALL SECTIONS)
GLASS BRE GLASS BITE
80,81,82 51 63,84,85
fi1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3110'ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVS INTERLAYER 080 SOLUTIA OR DUPONT PV8 INTERLAYER
118"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS
SNB"NOM. 7/18'LAMINATED
5/1611 TED GLASS 7/16"LAMINATED GLASS
21 50 2150
12'NOM. 12"NOM.
59 GLASS BITE 59 GLASS BITE
52 52
86,6 7,68,69,70,7172,73,74,75,78,77 PRCX>ac1•RrVISED
rNNp1y:,4 ww�u.PIPHes
Im9ac"4e
LED OR HEAT STRENGTHENED GLASS
VB'ANNEAI riILED 3/1W ANNEALED OR HEAT STRENGTHENED GLASS alio b
.090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER
118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS
511W LAMINATED 7118'LAMINATED L4
5/18"OR 3AT"AIR SPACE 3/18'OR 1/4'AIR SPACE
1/8"OR 3/18"ANNEALED OR TEMPERED GLASS 118'a 3/16'ANNEALED OR TEMPERED GLASS Qp
13118'NOM. 13!18'NOM. 11111
13116•LAMI IG GLASS Wl 6118"LAMI 13/18'LAMI IG GLASS W/7/16"LAMI ,.� D�y..•••••..<<
�f..•�\GENSE '��i
*; Hp,58705
®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. W
;'
.LR. mn'1tazw r D 7DBE7EAMl?RED r7p�'1N01E 10'0, gGLAZlNGDETA/LS ;�'p0'�F F o�loP �02��
Px Yf4A7 c NOCHANOETMB811EET PA.9QX+6A ALUM.HORIZONTAL ROLLERIMNDOW IMPACT
Nq(OM18,N.bIt11 V4t8/y 14em.+ Arm 411
EASLS/ONALM1�P.E�.FM ozmasaw I FDR 1 z +11
•
P.EA EEi06
TABLE 1.
XOX(1/4,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE N., 36" 383/8" 48" 606/8" 64" 80" 83"
84" A,B,G,H +80.0 $0.0 x80.0 -80.0 +60.0 -80.0 +60.0 -80.0 +80.0E-60.0
+60.0 -80.0 +60.0 -60.0 +60.0 4f0.0 Q
98" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +58.8 -58.8 +56.2 .56.2 O
FOR INSTALLATION IN
1063/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30
108" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 .60.0 +60.0 -80.0 +60.0 +60.0 .60.0 +54.6 -5i4.6 +51.7 -51.7 FT GLASSTrPESG-
L SHALL HAVE A
111" A,B,G,H +80.0 -60.0 +60.0 $0.0 +60.0 .60.0 +60.0 .60.0 +60.0 +59.5 -69.5 +53.6 .53.6 +50.9 -60.9 TEMPERED I.O.GLASS
CAP.BOTH THE DP
UPT0111" C,I +60.0 -60.0 AND ANCHOR
LIP TO I, ., D.E,F, GUANTITYREMAN
J,K L +75.0 -75.0 UNCHANGED.
TABLE 2.
XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE ALL HEIGHTS UP TOI 63"
TO 86 7116" A'B'C'
G,H,I +60.0 -60.0
TO 867/16" D,E,F,
J K,L
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
MOTH TYPE 26" 38" 38 318" 48" 50 8/8" 64" W. 63"
80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0�15
0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
88" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.00 +75.0 -75.0 +7b.0 -75.0 +75.0 -75.0 +74.2 -71.2 +70.2 -70.2
7T' A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.00 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +69.8 -9.6 +65.2 •65.2
PRODUCT RIiVLRED
74" A,B,G,H x75.0 -75.0 -88.1 +63.8 -83.8 m 4n Pwida
UP TO 74" CIJ, K,L
D,E,F, +75.0 -75.0
GLASS TYPES:TEST REPORT FTL-4858(XO)),FTL4859(OX&XO)AND FTL-51330 M U."
A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13116"LAMI IG-118"OR 3/16-A(MN.),5/16"OR 3/5"AIRSPACE,5/18"LAMI-(1/8"A,.090,1/8"A)
H.
C.5/16"LAMI-(118"HS, 90f 8'8HHSH. I
) 13/16"LA IMx-118"OR 3/16"A(MN.),5118'OR 3/8"AIRSPACE,5116"LAMI-(VS
8" ,.0908"HS)
..�.JGFNSE
D.7/16"LAMI-(3/18'A,.090,3/16"A) J.13/18"LAMI IG-1/8"OR 3/18"A(MN.),3/18"OR 114"SPACE,7/18"LAMI-(3/18"A,.090,3/18"A) �2;� '•;*
E.7/16"LAMI-(3116"A,.090,3/16"S) K.13/16"LAMI IG-1/8"OR 3/16"A(MN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16-A090,3116-HS)
F.7/16"LAMI-(3/16"HS,.090,3/16"HS) L 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116"S,.090,3/16-HS)
11� IW/17/11 E NO CHANDETMBBNEET
,mareanoLDOr oRn,F DESIGN PRESSURES ;per.•.,,PtoR�oP..�G .
.m B2M1 D ADDEDla CAP TO BE TEMPERED NOF'TNDiE NpcowN;uw ,nsaa
FIC inset c AmwrEaRA FWOPTraw4�aTEABTMEIaoomDft P.o.,vx„m ALUM.HORIZONTAL ROLLER WINDOW IMPACT ''FSS/DNAL
NORO .FL W. �� b1M.
F,K 21e/z 1 3W I I - B"Pe" lwna N73 3 -11 4127-10 E
INTERIOR 37 32 35 22 39
1 r—R-R
p Q 16
EXTERIOR 13
MAX.VENT DLO F�MAX.FU(ED DLO MAX. DLO
MAX.WIDTH(FLANGE FRAME)
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME)
HEIGHT INTERIOR 17 35 32 37
39
FLANGE
FRAME MAX.
VENT
DLO 18
MAX.
FIXED
DLO
MAX.FIXED DLO--I MAX VENT DLO 43
MAX.WIDTH(I.F.FRAME)
21 EXTERIOR SECTION A-A
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 22 21 q1 22
�wnnurrRsvLsso
2 m«walrlxa•nwerRaw.
AnddMg Code
7 12 24 8 EXTERIOR INTERIOR Mcea°O0°I'1p - 4`C7d
12 (p
7 21 M;„—,IDaa:r,oaxactn�ol
EXTERIOR INTEROR Ilii l
6 GENSE'•.F�
10 SECTION C C 42 SILL HEAD * No.58705
(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) D Q
_ sllF
1.1. it"wif E NO CHU"noemwr p STP EO
lo"UCHNOICOYCANE SECTIONS i''C�ls F(ORIOP••``(��
4% 1 D ND OIgIYQETHIBBHEET No*0 ..3w.
—FA c mn� AND v,Ewe. Pq.egx,we ALLIM.HOR20WALROLLERWINDOW IMPACT '•,i,S/pINAL ���`•
NOHOw6.PL- H1"ala ^"`
FlL y/,�gps ,/r, - ,nf,o Hd! 6 •11 �I727•f0
E P.EI mrm
ITIM DWCW RIM DESCRIPTION MAIL PG'W If PM DW0t REV DFSCRIPMN MAIL PGDI
1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13/16'LAMI IGI/8"A MIN. 3/8-AIR SPACE 5/16•I-AMI 1/8"A.MPVB,1/8'A
2 4025 SASH STOP STD. ANTI LIFT CLP 6063-T5 AL 612244 67 13/16`LAMI IGl/6'A IN. 3/e"AIR SPA 5/16"LAMI 1/8"A.090 PVB 1/8'HS
3 NBX3/4PH.PANHEAD 783444 68 13/16'IAMI KH/8'A(MIN. ate•AIR SPACE,5/16"LAM) I/8"H5,.0W VVHS
4 4053 SASH STOP COVER(SASH STOP 6063-T5 AL 69 - I3/16"LAMS)G3/16"A MIN. 5116'AIR SPA 5/16"LAMI 1/6'A,.090 PVA 1/8'A
6 4136 FLANCE FRAME SILL 6063-T6 AI, 64136 70 13/16"LAW M-3/16"A IN. 5/16'AIRSPACE 5/16'IAMI 1/8"4.090 US'
7 4137 SILLADAPTOIR 6063-T6 AL 64137 71 13/16"LAM[INIVA IN. Y16"AIR SPACE,5/16'LAMI 1/8•,13,.090 PVB 1/8"HS)
8 4131 R011kR TRACK 6063-•1.6AL 64131 T2 " 1311&LAMI K31/8"A IN. 1/4'AIR SPA 7/16'LAM] 16'A,.090 PVB,3/16"A
10 71298 WPPP HOLE COVER POLYPROP. 71296 73 13/16•LAMI Kit/8"A MIN. 1/4'AIRSPACE 7116'LAM,(3/16-A,.090 P 3/16"HS
12 1626 IADHESIVE OPEN CEL FDAM PAD74 13/1&LAM[IGI/8•A MIN. 111V AIR SPACF,7/16'LAM, 16"HS.090 3/16"HS
2225
7PAD1626
13 4002 A PIANGE FRAMEIAMB 6063-TEAL 6]D16 75 13/16'LAM[IG3/16'A 3/16'AIR SPA 7/16'LANE(3/16-A,.090 P 3/16"4
14 4134 IGAsKET POR MAIN FRAME SILL JOINT74134W/K 76 13/16'LAM[IGY16"A IN. 3116'AIR SPA 7/16•LAMI(3/16-A,.090 PVB V16'HS
77 13/16"LAMI KO3/16'A IN. 3/16'AIR SPA 7/16"LAM1VI6"HS.090PW 3/16'IIS
15 1155 l#8X1.000 QUAD PN.SMS 781 A 90 1014 SCJII�d FRAME RIVER 3105-H14 AL
16 4110 G SCRFAN ADAPTOR 6063-T.5AL64114A 91 1630 SC OORN[R KLYW/RINGS POLYPROP.
17 4054 B FIXFDML'Ll•ING RAIL 6(163HD-T6 AL 600544 92 1631 SCItFFIJ CORNER KEYW/OUT RINE POLYPROP.
19 4066 WS7P.,.187 X 230 FINSEAL 64066E 1 93 1073SCRPI'I•I•I SPRING ST.ST.
21 4105 SASIL TOP&BOTTOM RAIZ. 6063-T5AL 612740 94 1674 SCRE74 SPLINE-.135 DIA.FOAM JIM PVC
22 1683 WSTP.250X 270 RACY,FIN SFAL 61600, 95 1635 ISCRFEN SPLINE-,135 DIA.HARD 19d PVC
23 225-1 IROJJ AR HOUSINO&GUIDE 42112HD ISCRUEN C2A"1'H
24 226 BRASS ROLIM WHEELS BRASS 7RRWH12
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 441M
32 4006 D SASHMEETINGRAIL 6063HS-T6 AL 64006 2.710
33 1235 W STP.,.170 X 270 BACK,FIN SEAL WSW
35 1096 SWEEPIATCH DIE-CAST 71096
36 1016 M8 X.625 PH.Fl,SMS 7858
37 4126 SASH SIDE RAR. 6063-T5 AL 64126 2
38 1683 W STP 250 X,270 BACK FIN SEAL 61663(3
39 7070 JBIJIB W FATHPRSTRIP.187 X 275 67070K
40 LIFT RAIL COVER CAP 74078"C'1,OR
41 4139 IF.FRAMEHFAD 6063-TEAL 64139
42 4140 1F.FRAMESIIL 6063-T6 AL 61140 4� I.F.FRAME HEAD
43 4141 LF.FRAMEJAMB I 6063-T6 AL 64141 _704139,6063-T6
50 GLAZING SILICONF,DOW 899,995 OR ALENT
51 1224 VINYLGLAZINGBPADBULB HICK 6TPI47W K rxouucrRavl3Eo
52 122.5 VINYLGLAZAICBEAD BULB N 6TP248K 2.7&1 �lWbt .ftbd.FWid.
Ru"n—Cade
53 4039 B CLAZINGBFAD-5116" 6063-T5 AL 64039B laa
54 4041 A G[AZINGBFAD-5/16"W/(➢RIILKTT 6063-TS AL 644703 3.752 ro 6
55 4222 A GLALINGHEAD-7/16" 6063-T5 AL 64222
56 985 C GLAZING BEAD-7/16"WAGRIL.KIT 6063-T5AL 6985 '�
59 4067 GLAZINGBEID-13/16' 6063-T5 AL 64067 1.888
60 5116'LAMI Qlr A_091)PVB 1/8"A 43 I.F.FRAME JAMB
61 5/16'LAM, 1/8'A,.090 PVB,1/8"HS 44141,8083-T6 p�QNy LYNN MI<��''.
62 5116'LAM, 118"HS,.090 PVA I/8"IIS L\CENSE- :�
63 7/16'LAMI 3/16'A,.090 PVB,3/16'A D. _ •'•
64 7/16',AMI 3/16'A,.090PVB 3/16"HS) _*.' No.5e706 s
M,17116�71 611.1 3116•HS,.090PVB,3/16"FIS qy LFA 10 MSE 381.1. •,_.�_
:�'• 1 11.
NO CIONGE rwSHEET O SLAT OF107MCHNOLocvo PARTS LISTS/ GAWW TOOL469TYPSSAaOrrr 4f 4s4aALUM.NORAZONTAL ROLLER WINDOW IMPACT 1 ONAI-\\\\�S/1808 NONCNre,r1.xn� 16(ElI Bsmn IRl7f0 NTS B •11 4127-10 A.Lr �i11�PE.
E V.EJ Roos
.082 1.187 r- II U90 .138
1
LLLLLL3 3 O SASH STOP COVER
.-F 04053,8083-T6
1.
1OFLANGE FRAME HEAD ♦~
O FLANGE FRAME SILL O FRAME SILL ADAPTER 2.784
0410ZA,8083-T8 M4138,8053-TB 004137,8083-T8
1.383
.082
aet 1.e7 13 FLANGE FRAME JAMB
—II--.062 T #4002A,6053-T6
SASH STOP
O 6 6063-T5 O HORIZROLLER 6000346 #40U
RACK 17 FIXES 6063ND-TRAIL
TS
"11-2 2 78
2.
L
�87 �8 O6D
1.348"1 1.008 —T
21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" Px0D0cTRFMr3
W.
114133,006304
T5 006D,6083HS0400
TB 125, 63T5 04039B,048&T5 8y v"
Apnple,w ( 41-
060
.050 FL .878 .878 � -878 .60-T1.116- � 1.087.05D
666
1.096+_-.--'�I T I ' I ' 01
---may 1-1�---�- `\
O GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" O GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16"
M4044B,8083-T5 04222A,6003•T5 86650,006345 04067,8063-TB
(USED W/GRILL KIT) (USED W/GMLLKIT)
*' No.58705Ir-
'
J.A 1mr/ft E NO 7X18 dV$Ei P"ww'. ip0� FTA
,o,o iEcwwaoov oBrvE EXTRUSIONS
J.R. e�m11 D NOCFIINOE7N418/EET wd,aNs.c�wm %,F.SS•..........•NC��.
rx e16o7 c NOfJ14N(iE7NIB8111gi P.o.egx,em ALUM.HORIZONTAL ROLLER IMINDOW,IMPACT
i.K v184a[ J✓. raKa/s,Fl sln, 1�b'> X81/0 Fhd/ 7 w 11 ��4/27-10 wLrnllu Rv.E
E P.E N44N6
ANCHOR OUANTITES,XOX 114.112-114WINDOWS TABLE4 NOTES:
CLASS TYPES A,B,C,G,KI GLASS TYPES D,E,F,J,K,L
1.ANCHOR TYPES:
ANCHOR TYPE 2,9,WOOD 2,ODNC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114"ELCO TAPCONS 2.114'ELOO SS4 CRETE-FLEX 3-A72 STEEL SCREWS(GS)
&SUBSTRATE ZO S ZONES ZONES ZONES ZONES
w m y 2.GLASS TYPES:
WINDOW SIZE 4EAD 6 SILL HEAD 6 SILL m NERD 6 33.L m HEAD 6 SILL 12 HEAD 6 SILL m HEAD 6 9L1 A.6118'LAMI-(1/8'A,.0B0,1/8'A)
FOR INSTALLATION IN THE HVHZ ABOVE 30
IN V H B.8118'LAMI-(1/8'A,.O80,118'MSJ PT,GLASS TYPES C-L SHALL HAVE A
C.&14 LAMI-(114 HS,.OB0,1AI'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
63.725 z 98.975 1-C2-1-C2+12 1+C2+1+C2+1 2 1+C2+1•C2.1 2 1*C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2.1+C2+1 2 D.7/16'LAM;-(3/18"A,•000,31MS'A) ANCHOR QUANTITY REMAIN UNCHANGED.
48000 1+C2+1+C2+1 3 1+C2+1+C20 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 7+C2+1+C2+7 31 E.7/16-LAMI-(3/16-A,.080,3178'HS)
50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1-C2+1 3 1+C2+1+C2+1 3 NC2,1+C2+1 3 F•7/18-LAMI.(&,6'HS,.OBO,3116'HS)
G.13/16'LAMI IG-1/4 OR 3/18'A(MIN.),&16'OR 3IW SPACE,&14 LAMI-(Ifir A„090,116'A)
54.0001+C2+1+C2.1 3 1+C2N+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13118'LAMI IG-118'OR 3/16-A(MIN.),BMW OR 341'SPACE,&14 LAM[-(1/8'&.OBD,TIB'HS)
80.000 1+C2N+C2+1 3 1+r-2+1+C2-1 3 1-C2+1-C2+1 9 1+C2+1+C2N 3 1+C2N+C2+1 9 7+C2+1+C2+1 3 I.13/18'LAMI IG-11W OR 3116'A(MIN.),&14 OR 314 SPACE,5M4 LAMI-(i/4 HS,.O9D,IW HS)
J.13MWLAMI IG-118'OR3/16'A(MIN.),3114 OR 1M-SPACE,7/14 LAMI-(3M4A 90,3114 A)
63.000 1*C2*1+C2+1 9 1+C2+1+C2+1 3 1+C2+1•C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 9 1+C3+1+C3N 3 K.13/10'LAMI 16.lArOR 3114 A(MIN.),3/14 OR 114'SPACE,7/14 LAMI-(3116"A,.090,3/14 HS)
80.000 x 30.378 1+C2N+02+1 2 1 1+C2+1+Cd+1 2 1+02+1+02+1 2 1+C2N+C2+1 2 1+C2+1+C2N 2 7+C2+2+C2+1 2 L.13114 LAMI IG.1fir OR 3116'A(MIN.),3/14 OR 1/4'SPACE,7M4 LAMI-(3124 HS,.OBO,3M4 HS)
48.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE.
54,000 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2N+C2+1 3 1+C2+1+C2.1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 9 HEAD 8 SILL:101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
00.0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2.1+C2+1 3 1+C2+7+C2+1 3 7+C2+1+C2+1 3 1+C3+2+C3+1 9 25 3/4'MAX.FROM CORNERS.
JAMBS: 4 MAX.FROM CORNERS AND 221/2'MAX O.C.
83.ODD 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1-C2+1 3 1+C3+2+C9+1 9
TABLE KEY:
74.000x 38.376 1+C2+3+02.1 2 1.C2N+02.1 2 1*02+2+02+1 2 7+02+2+02+1 Z NC2+2+C2+7 2 1+02+2+02+1 Z X O X
48.000 1+CZ+2+C2N 91+C2+1-C2+1 31+C2+2+C2+1 3 1•C2-2+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 +0312+C3+1 3 --ANCHOR QUANTITY PER JAMB
80.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2N 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY.
54.000 1+C2+2+C2+1 S 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 9 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED
60.000 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 3 AT EACH MEETING RAIL PLUS
ANCHOR AT EACH OPERABLE VENT
83.000 1+C2+2+C2+1 9 1+C2+1+C2.1 3 1+C9+2+C3+1 3 1+C3+2+C9+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION.
84.000 z 38.378 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+(2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL.
48.000 1+C2+2+C2+1 3 NC2+2+C2+1 3 NC2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+7 3 1+C3+3+C3+7 9 (3'MIN.O.C.ANCHOR SPACING)
50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 7+C3+3+C3+7 3
SCODD 1+C2+2+C2+1 3 1+C2+2+C2+1 3 9+C2+2+C2+7 3 1+C2+2+C2+1 3 1+C2-2+C2+1 3 1+C4+3+C4+1 3 r-r25
60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1•C3+2+C3+1 3 1+C2+2+C2N 3 7+C4+3+G+1 3 ~3'MIN.
63W0 I+C2+2+C2+I 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+CS+2+C3+1 3 1+C2+2+C2+1 9 7+C4+S+G+1 9 Or REF. % O X
10B+375x 38.975 /+CZ+2+C2N 2 1+C2+2+C2+1 2 1+(2+3+C2+1 2 1+C2+3+C2+1 Z 1+C2+3+C2+1 2 1+C2.4+C2+1 2 I/ -�-
raoDurT urv,slm
08.000 1+02.9+02.1 3 HC2.2+C2+1 9 1+03+9+03+1 3 1+03+3+03+1 3 1+(2+3+02+1 9 NC3+q.(,5+1 9 NY�a++I�e�FbuV
MTG.RAIL,TYP. Y:oee
50.67E 1+C2+3+C2+1 3 1+C2+2+C2+1 3 I+C3+3+C3+1 3 1+C3+3+C3+1 3 7+C3+3+C3+1 3 HC9M+C3+1 3 EXAMPLE CLUSTER W/OTY.OF(3)ANCHORS Mi,9.
.
54.000 1+C9+8+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+S+C3N S 1+CS+3+C3+1 3 I+C4+4+C4+1 s (SHOWN IN TABLE KEY ABOVE)
00.ODO 1+C3+3+C3+1 3 1+C2+2+C2+1 3 7+G+3+C4+1 3 HG+3+GN 4 1+C3+3+C3 1 3 i+C4+4+C4+1 9
Ndutl
63.000 1+CS+S+C3+1 3 1+C2+2+C2+1 3 i+G+3+04+1 3 14G+3+G+1 4 1+C4+3+0121 3 1+C6+4+C8+1 9 26314'MAX.
111.000x38.375 1+C2+3+C2+1 2 1+C2+2+04+1 2 1+C2+3+C2+1 2/+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 21/2'TYP.
I►-3'MIN. 1111 1111
48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 t31+C4+3+C4+1
3+3+C3+1 3 1+C3+3+C3+/3 1+C2+3+C2+1 3 1+CS+NC3+1 3 4 REF. t 1 1 1 7 4 \0W4V L Nry M/.
50.826 1+C2+3+C2+1 3 1+C2+2+C2+1 3+3+C3+1 3 1+C3.3+C3+1 3 1+CS+3+CS+1 3 1+C3+4+C3+1 '��' 'VNSF•�1F9
'54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3+9+C3+1 3 1+C3+3+C3+1 9 1+C3+3+C3+1 9 1+GM+GN 3 � No.50705
80.000 1+CS+9+p+1 3 1+02.2+02+1 3 1+fA+3+G+1 4 1+03+3+03+1 3 1+C4H+G+1 3 MTG.RAIL,TYP. = :63.000 1+C3+3+C3+1 31+C2+2+C2+1 +3+CN1 3 1+C4+3+GN 4 1+G+3•CH1 3 HC5N+C5N 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS = `. -
OL -
J.J. im, E NO C/MNDE77Md/HT -.(,
JR BacW+ o rocwrD�7E4pENl� .38FTA07E 00 �`�a ITA rlk
ANCHOR4GESPACING XOX 1/41!2 iH ,doss
Fx.' 4nb07 C UM47ETABLE4,SMlWTVMUWMMTDNKYaRC4P.Aw. v.o.wx,e» � jUM HORIZONTAL ROLLER WINDOW IMPACT ",,NNAL
110xdIiE.R I+1T+ tkg6b gx� �rYr r�� A LYMI MIUP,1,PE.
FX mm 1-771 lbw 1 NMI 8 •11 4127-1 E r.0 N,M
ANCHOR QUANTITIES XOX 113.1/3.1/3 WINDOWS TABLE6 NOTES:
GLASS TYPES A,B,G.H GLASS TYPES C,D,E,F,W,K,L
ANCHOR TYPE 2.3,WOOD 2,CONIC 1,CONIC 2.3,WOOD 2.CONC 1,CONC 1.ANCHOR TYPES:
a SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1.1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3.612 STEEL SCREW$(05)
m m 2.GLASS TYPES: p
WINDOW SUE HEAD 3 SILLHEAD 8 SILL WAD 5 SILL HEAD 8 SILL Sd HEAD&SILL HEAD 8 SILL 3i A.5/18"LAMI-(10&.090,IV A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W Y 4 B.5/18"LAMI-(1AY A,.080,1/81 HS) FT,GLASS TYPES G-L SHALL HAVE A
48.000.38.375 1+C2.1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 2 C.6118'LAMI-(IAT'HS,.OBO,1I8"HS) TEMPERED I.G.GLASS CAP.BOTH THE OF AND
48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+02N 3 D.7M0"LAMI•(3M6"&.090,3/18'A) ANCHOR QUANTITY REMAIN UNCHANGED.
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1-C2-1+C2+1 3 1+C2+1+C2+1 3 1+42+1*C2r1 8 1+C2+1+C2+7 3 E.7116"LAMI-(3/16"A.-,3/18"HS)
F.7M6'LAMI-(3/18"HS,.090,3/18'FIS)
51.000 1+02+1+02+1 3 1+0211+C2+1 3 1+42+1+42+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O.13/16'LAMI IG-1/61 OR 3110'A(MIN.),6116"OR 316'SPACE.BM6"LAMI-(118'&.090,1A1'A)
60.000 1aC2+HC2+1 3 1+C2+1+C2+1 3 1+C2.1+C2+1 3 1+C2+7+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 s H.13/18"LAMI IG-1/8"OR 3M6"A(MIN.),5/16"OR 316'•SPACE,5MW LAMI-(11W A„OW,1/8'HS)
83.000 7142.1+42+1 31+42«7+C2r1 9 1142+faC2+1 91+G2+1+4211 3 1+C2+1+42.1 9 1143+1+43+1 3 I.13/16"LAMIIG-1!8"OR 3/78"A(MIN.),6MB'OR 3/8'SPACE,5�10"LAMI-(1/8'HS,.080,1I6'HS)
J.13M6'LAMI 1G.11W OR 3/16'A(MIN.),3/16"OR 114•SPACE,7/16'LAMI-(3116"&.080,3/18'A)
53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 2 1aC2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16'LAMI IG-IIW OR 3/18"A(MIN.),3116"OR 1/4"SPACE,7/16-LAM)-(&16"&.090,3116"HS)
48.000 1+C2+1+C2.1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1-C2«1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L.13/10"LAMI 10.118"OR 3/16"A(MIN.),3116"OR 1H1 SPACE,7f1W LAMI-(3116'M.090,3116'HS)
50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
54.000 1+C2+1+02+1 3/+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1aC2+1 3 1+C2+1+C2+7 3 1+C2+1+C2N 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+43+1 3
63.000 1+C2+1+C2+1 3 1+C2+1+C2+7 3 1+CZ+1+C2+1 3 1+C2+1+G2+1 3 1102+1142+1 3 1+C3+1+43+1 3 HEAD S SILL:101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
SO.000.35.375 1+C2+1-C2+1 2 I+C2+1+02+1 2100+1+C20 2 1+C2+1-02+1 211+C20-C2+1 Z 1+C2+1+C2a1 2 25 314'MAX.FROM CORNERS
JAMBS: W MAX.FROM CORNERS AND 221/2-MAX.O.C.
48.000 1+C2+1+C2+1 9 1+C2+1-C2-1 31 1+C2+1+C2+1 3 7+C2+UC2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3
TABLE KEY:
50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 S 1+C2+1+C2+1 9 1aC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 X O X
54.000 r
C2+1+4211 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2a1+C2+1 31+C3+1+C3+1 3 +C3+1+43+1 3 ANCHOR QUANTITY PER JAMB
60.000 C2+1+C2+137+C2+1+C2+131+C2r1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1}HC3+1 3
&1.000 42+1+42+1 3 1+4211+42+7 3 1aC2+1+C2+1 3 1+CS+1+4317 3 1aG2aHC2+7 3 HC8+HC3ai 3 HFI�D AND SN.L ANCHOR QUANTITIES
69.01)(1 it 38.375 1+C2+1+C2+1 2 7+C2+I+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 2 1+C2+1+C2+1 2 1102+1+C2+1 2 ACLUST MEETING
PLUS(1)RS CENTERED
ON EACH T EACH RAIL PLUS VE
46.000 1*G2«1+42+1 9 NC2a1+C2N 3 1+C2a1+C2r1 3 HC2+1+42+1 3 1+42.1+42+1 9 1«CY«1+CNi 3 ANCHOR AT EACH OPERABLE VENT
50.625 1+C2+1+C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+NC2N 3 1rC3r1+C3-1 3 PLUS(1)ANCHORS AT FIXED SECTION.
5{ADO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1.0+1 3 1+C2+taC2+1 3 1+C2+1.C2+1 3 7+CS+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL.
60.000 1+C2«1-C2+1 3 1+C2+1+C2+1 3 1+C2+7+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (31 MIN.O.C.ANCHOR SPACING)
63.000 I+C2«1+C2+1 3 1+C2a1+42+1 3/+C3+7+43+1 3 i+C3+NC311 3/+C2+1aC211 3 1+C3+1+C3+1 3
74.000.38.376 1+C2+1+C2+7 Z 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 25314"MAX
.
48.000 i+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+7+C2+7 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C3+1+C3+1 3 +()-.-3"MIN.
50.625 1+C2+7+C2+1 3 1+C2+1+C2+1 311.02+1+C2+1 3 1-C2-1+C2+7 3 1+C2+1+C2N 3 1+C3+1+C8+1 3
54.000 P!+2a1+C2+1 3 1+C2+1+42+1 8 7+C2+1+.C2+1 3 1+G2+1+ 43+7 3 91 REF.C2♦1 3 1+4211142+1 3 1+43+7+ % %
2+1+C2a11+C2+1142+1 3 1+4317.43.7 3 NC3*1+C311 9 7+C2+1.C2N 3 1+43+7143+1 3W.ODO 2+NC2+1 3 7+C2+1+C2+1 3 1+C3+1+CS+1 3 1+C9+1+C3+1 3 7+C2+1+C2a1 3 1aC3+1+C8+1 3 _ WLppULT RCYiSeP
MTO.RAIL,TYR m,plying WN6w Flwids
81.000x36.375 1+C2N+CN1 2 1+42+1+C2+1 2 1+42+7+4211 2 1+4211142+1 3 1+4211+02x1 2 1+42+1+42+1 2 LLWMh16L>d'
48.WD 1+C2«1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+4317+43.1 a EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Aasplawe l4n I
60.625 1+C2+1+C2+1 3 I.C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE)
51.000 1+C2+1+C2+1 3 1+C2-1+C2+1 3 7+C3+1+C3+1 S 1+C3+1+C3+1 3 1+C2+1-C2-1 3 1+C3+1+C3+13 mwa
00.000 1+C2+1+C2+1 3 110211+C2+1 3 1+C7+1+C3+1 3 1+C3+1+C3+I 4 1+C3+1+C3+1 9 1+C3+1+CS+1 3
0.000 1+46+1.46+1 S 1«C2+1Kx+1 9 7+C3«1+C3+1 9 1+4311+43+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 12'TYP.
H--3'MIN, 11 1111/
86.437x30.378 1+42+1+C2+/2 1+0211+CZa1 2 7+42«1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 2 1+C2+1+C2+1 2 + LYNN
48.000 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 HC2+1+C2+1 3 I+C241+C2+1 3 1+43+1+49+1 3 91 REF' X_ O % �`t�•"`14ENSE'
50:625 7+02*1+0241 9 I4C2+1+C2+1 3 1+C2N+C2+1 3 I+C2+1+C2+1 3 1+C2+1+02+1 3 111;311.4311 3
51.000 1+C2+1+C2+1 3 7+C211+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+7 3 1+C2+NC2+1 S 1143+1+43+1 3 _--J _* No.58705
60.000 1+C2+1+42«1 3 1+C2+1+C2+1 3 1aC3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1aC3+1 3 1+CN/+C4+1 4 MTG.RAIL.TYP.
e3.0D0 1+C3+1+4s+1 3 t+C2+1+C2+1 s 1+C3+1+C6+1 s 1+C3+1+CS+7 4 1+43+t+C6+1 3 1+CN1+Ga1 4 EXAMPLE CLUSTER W/OTY.OF(4)ANCHORS •q / w
J.L 1097117 E NO CN41L1DE no SNEET '0T•. STA F
1moT60NNaoeY H.lr+>: ANCHORAGE SPACING XOX 1/ 3.1/3 ;,FS'.!`LORIo!•.•'G�'��.`
lR 616"11 D mc4P7DaE7E,LwE11WVw41=rND7E NOItpAR.FL112f5 .�■ ALUM.HORIZONTAL ROLLERMNDOW IMPACT �'%S/ONALEa•1�•
FJc 4nso7 C UPIMTETA77LE4SSLECrVALUES DUE TOANL7/ORCAP.ADA F.o.6Qx1Na -'� _ w _ '1//11 1111
FX X16476 41 6Q646 NdtOLY4..L>•?7< �/ 27�1rr N6716 NTS B -11 r� 4127-1G E AL PH�Y�SR.P.E
ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES:
- GLA S TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1 ANCHOR TYPES:
ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1 1,CONC 1-114"ELCO TAPCONS 2-1/4'ELCO SS4 CRETEFLEX 3.012 STEEL SCREWS(G5)
8 SUBSTRATE ZONES ZONES ZONES ZONES ZONE9 ZONES
Vy� yy r� t8�I �yA 2.GLASS TYPES:
WINDOW SIZE 60 m ¢� m a� OD �_ M �_ m ASII LAM 1-(1/1:=:1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30
V
µ _m Q =N Q w N f lyl 7i B.5/18"LAM:-(1V A,.OB0.1180 HS) FT.GLASS TYPES G-L SHALL HAVE A
H ' +p ' Z-6 ,dam SS e6 C.5116-LAMI-(1/S"HS,.080,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AID
37,000x 38.375 1+C2+1 2 1 1+C2+11 2 I.C2+1 2 1+C2+1 2 1+102+1 2 1+C2+1 2 13.7/18"LAMI-(Wer A,A80,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7118"LAMI-(3/16-A.030,3/10"HS)
48.000 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/1('LAMI-(3116"HS,A180,3116'HS)
50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+12+1 3 1+C2+1 3 G.13/16'LAM)IG-1/8"OR 3/16"A(MIN.),511W OR 3Nr SPACE,Sib'LAW-(1/r&.090.118"A)
H.13116'LAMI 10-116'OR 3/16'A(MIN.),S10"OR SW SPACE,S1r LAMI-(1/r A.000,118"HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I.13/18"LAMI IG-1f1 OR 3118"A(MIN.),Sir OR 310'SPACE,5118"LAM]-(116"HS,.090,1/0'HS)
60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+G3+1 3 J.13/16"LAMI IG-1/8'OR 3111 A(MIN.).3/16"OR 1W SPACE,7116"LAMI-(31t8'A•000,&i6"A)
K.13/11 LAMI IG-11W OR 3/11 A(MM.),3/11 OR 1/4"SPACE,7111 LAMI-(3116"A,A80,3/18'HS)
63.000 1+132+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L.13116"LAMI IG-11W OR 3116'A(MON.)WE'OR V4"SPACE,711W LAMI-(3H8'HS,.080,3/18"HS)
48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS,FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
54.000 1+132+1 3 1+12+1 3 1+13+1 3 1+132+1 3 1+132+1 9 1+133+1 3 HEAD 8 SILL:101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERUNE.
18 3/4"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+C2-1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: B"MAX.FROM CORNERS AND 221/2"MAX.O.C.
63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: Ox
53.125x 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+133+2 9 ANCHOR QUANTITY PER JAMB
48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+12+1 3 1+C3+1 3
50.825 1+132+1 3 1+132+1 3 1+133+1 3 t+126"1 3 1+132+1 3 1+13+1 3 HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF(3)ANCHORS
54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 t+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL
60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE
83.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+/ 3 1+C4+1 3 VENT AND FIXED SECTION.(7)
60.000x 38.376 1+132+1 3 1+12+1 2 2+12+2 2 1+132+1 3 1*132+1 2 2+132+2 2 ANCHORS TOTAL AT HEAD AND SILL.
48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1rC2+13 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3
54.000 t+13+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 I 89---11 .
L -�{I+-3'11111.
60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 t
63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"�
66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3
MTG.RAIL PRODUCT REVISED
46.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 -plyi,xlwkb the nNift
50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+133+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS nno4.04
54.000 2+13+2 4 1+C2+1 3 2+C3+2 a 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) uro
80.000 2+13+2 4 1+13+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 mi-i
63.000 1+C3+1 4 1+C3+1 3 2+134+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 8314"MAX.
74.000x 38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 ltri^TYP.
It-3'MIN. I u u r
48.000 2+C3*2 4 2+02+2 3 2+133+24 2+C3+2 4 2+C2+2 3 2+C3+2 4 r REF. L ~- .�`OHV LYNN,Uk
60.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 % O a''�wENSF'+eFy%
54.000 2+133+2 4 2+C3+2 3 2*C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 - - =*` No.58705
60.DOO 2+13+2 4 1+133+1 3 2*134+2 4 2+C3+2 5 2+C3+2 3 2+G4+2 4 MTG.RAIL _ =
(<�,*_,_�,v-,
63.000 2+13+2 4 1+133+1 3 2+04+2 4 2+134+2 5 2+133+2 4 26"14+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS =��. 1'Eb
JJ. 10171f1 E ND OANGE THIS SHEET '�O )".
Ioro lcaw�oor oRNe ANCHORAGE SPACING OXAND XO WINDOWS ..((�� Fln F
J.R 67G�1f
=0c
A61OE0b CAP7DE7EIIPERED .961TA1p7E IK)xOMN,R61t/! (�`S''• O..... ''G\
FJc 4naa7 c maeOroaaS WTVUULWO.ETOAMMMCR .. P.,"'m ALUM.HORIZONTAL ROLLERWNDOWIMPACT Isr"KI�{,I2IONALV,,\\
FX. 2' W JJ. S6w NR7f0 NTS 18 !1 1127.70
E P.EMUft
r
' I 1 314'MIN.E.D.TYP. NOTES:
2x WOOD BUCK,
MIN.CR KSI f 1.FOR CONCRETE APPLICATIONS IN MIAMI-RADE TE-FLEX USE ONLY 314"MIN.. COUNTY APPROVEDOM ELCO
CONCRETE ,T_�L NOTE 3 13/8" iAPCONS EMBEDED 1 3/S•MM.OR 1/4•SSO CRETE-FLEX EMBEDED 13/4"MIN..MINIMUM DISTANCE FROM
'
NOTE 1 MIN. ANCHOR TO CONCRETE EDGE IS 134". FLATHEAD ANCHORS MUST BE#12 TRIMFIT
1x WOOD HEAD.
- -----. _
' ' ' _ MIAMI
2.FOR WOOD APPLICATIONS IN -DADE
COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4•S54 CRETE-FLEX WITH
M12 TPoMFR HEAD.
NOTE 3 -
3.---
WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THCOESS IS LESS
11114 THAN 1 12".lx WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,
MAX.JJ MAI(.JJJ WOOD BUCKS DEPICTED AS 2x ARE 1 1R"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD
CONCRETE WOOD3HIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8883.75 AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK.
THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS,THE ANCHOR SHALL BE A
TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
114'
MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
SHIM 1 31r 114"MAX.SHIM 1 114"MIN.U) DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
MIN.
(1.5 KSI CM
OR
PER NOTE 1
• (3.4 KSI CONCRETE)
WOOD CONCRETE
ANCHOR, ANCHOR,
NOTE 2 NOTE 1 1 34• F� 6 EXTERIOR RIOR�-1�
= _ —
"MIN.E.D(H S SILL DETAILS A,B,C,D. 8 H) –--
•... TVP.
2z WOOD BUCK NOTE 3 1x WOOD BUCK,NOTE 3 –T SFE NAILING
DETAIL E DETAIL F I
(JAMB DETAILS
E,S E,F 8 I)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
CONCRETE
ANCHOR, WOOD
DETAIL H (HEAD)
NOTE 1
*Nl.)4TE2
NA"'
.131 DIA MIN.x 2 12"NAILL.I.���
AT CORNERS AND lS'O.C. a,y4yx'�{wlln weflai4u
114' TYPICAL DETAILS G,H 81. IAiA4xisCo4e _
MAX. ee SHIMlEE P�a4w CantuAN. '..134"MIN.MIN.34 KSi E.D.TYP. — 'j-. SEE NAILING
CONCRETE 2x WOOD
DETAIL C SUCK, DETAIL D Y
NOTE DETAIL G(SILL) DETAIL I(JAMB) Z * No.seTos
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS =v i G3-*j j
JA iMIM E NO(]NAVE THIS✓IE6T ` '.pQ STA III
F� Q
J.R 89dH D NO lJp/iGE 7/#B8N�7 1�Ndca W.F UtI5 ANCHORAGE DETAILS itSS.�lOR�OP..NG`�v.�
fx 4H6I) c
47. arorac P.o.WX Z ALUM HORIZONTAL ROLLER MNDOW IMPACT CONAL E
UYJMJA Jl. 3R3I# NOx0N19,R.Wil 1N>b(y BetAer HPT10 }} Y 11 titiN.41Z)-}� A.L-1 1.M[IETt.1PF.
E P.E4 bB)Ilfi