WS-13-2096Miami Shores Village
15 , g
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 7,5 /1 � % 0 I
R.EC,EIVED
SEP 16 2013
BY:
('0—
FBC 20 (�
Permit No.
Master Permit No. L, `'' l
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/ParceW /1 390((, ®% J /5 -Yo
Is the Budding Historically Designated: Yes
OWNER: Name (Fee Simple Tit
Address: 75- N 6 / 0 J 5
NO Flood Zone:
e✓ JO&V 1 dsc)0
City: W wvi $h o r e s State: FL
Tenant/Lessee Name: Phone#:
Email:
33/ 3ff
CONTRACTOR: Company Name: ! &W-1 I G /a,55 + iL)1 11 d O U) Phone#: -305 F j&
Address: q&D& SO 75- Ay e
City:
Qualifier Name:
e r r`e�co
L zip: g315 -s -
State Certification or Registration #: Certificate of Competency#:
Contact Phone# 305 82 G a� I9- Email Address:I A_K1 i r 0- Nam 1
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ q, 9 9 • ®® Square/Linear Footage of Work:
Type of Work: UAddition OAlteration
Descrip 'on of Work:
"/-, vara a III— "n.n
Color thru tile:
ORepair/Replace _ 1 ODemolition
A -_Submittal Fee $ Permit Fee $ C''(,) . CCF $ CO/CC $
Scanning Fee $ Radon Fee $ 3'6(7 _D BPR $ Y- f1 Bond $
Notary $ Training/Education Fee $ =2 rn Technology Fee $ i)
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable) _
Bonding Company's Address
City State
T
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature( °. i �� '( CJI& lam_ Signa
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this I A
day Of SrYt�e,l , 20 3, by )Q n n i F e -(&V I d SO dl
who ' personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: w
The foregoing instrument was wledge4 before me this
f
day o 20 15 by P -CW 1 6u err erT
who i rsonall know to me or who has produced
print: c)SC `'f NotaryPublic State of Florida
My Commission Expires: My Commiss on ODS41804
of n Expires 12/28/2013
sk�aap>k84�k�fi�eR��k:k�ktk�k=kakA4ak��agaak�kak�k�k�k ak�IT;7,
APPROVED BY Plans Examiner
l Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
identification and who did take an oath.
PUBLIC:
v �Y)' RosaiPalaaos
Commission Expires�oMy
1212 icon DD
S41504
Zoning
Clerk
y and rete to:
Cindy Kim, Esq.
Partner
Kim & Lowman, LLP
8620 NE 2 Avenue
Miami, FL 33138
305-981-4477
File Number: 13 -Lowman -3207
Will Call No.:
Space Above This Line For Recording Datal
Warranty Deed
!il!!! IINt III!! lltll !lIII I!I!1 illlt Illi !II!
CFN 2013RO671696
OR Bk 287$8 Pss 1737 - 1738; (2pss)
RECORDED 08/2312013 14:46:56
DEED DOC TAX 2:010.00
HARVEY RUVINr CLERK OF COURT
MIAMI-DADE COUNTY. FLORIDA
This Warranty Deed made this 8th day of August, 2013 between Robert Richardson, a single man whose post office
address is 150 NW 109 Street, Miami Shores, FL 33138, grantor, and Mares M. Lowman, a single woman, and Jennifer
D. Davidson, a single woman whose post office address is 8620 NE 2 Avenue, Miami, FL 33138, grantee:
(Whenever used herein the terms "grantor" and "grantee" include all the parties to this inWurnent and tw heirs, legal teprescodives, and amgw of
individuals, and the successors and mop of emporations, trusts and Mom)
Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO1100 DOLLARS ($10.00) and other
good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged,
has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land,
situate, lying and being in Miami -Dade County, Florida to -wit:
Lot 21 and West U2 of Lot 22, Block 11, K AMI SHORES SECTION ONE AMENDED, according
to the Plat thereof recorded in Plat Book 10, Page 70, of the Public Records of Mhtmi-Dade County,
Florida.
Parcel Identification Number: 11-3206-013-1550
Also known as 75 NE 101 Street, Miami Shores, FL 33138
Subject to taxes for 2013 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of
record, if any.
Together with all the tenements, hereditamwts and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the some in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land m fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all
encumbrances, except matters of record and taxes accruing subsequent to December 31, 2012.
In Witness Whereof grantor has hereunto set grantor's hand and seal the day and year first above written
DoubleTimes
Book28788/Page1737 CFN#20130671696 Page 1 of 2
Signed, seam and delivered in our presence:
oil
State of Florida
County of Miami -Dade
QR BK 287$8 PG 1738
LAST PAGE
11'-� 0191
Robert Richardson_
The foregoing insftvment was acknowledged before me this 8th day of August, 2013 by Robert Richardson, who U is
Personally known or {X] has produced a driver's license as identification.
[Notary Sod]
rocnnr a�
•••••,°� COMM
. * 1d1'CDWMNtDD9M
F EXPIRES: July 4, 2014
"'SOFwo�'`O B�diMu 8er+ricea
Warramy heed - page 2
Notary lic
rrnted x GiIV� Flim
My Commission Expires:
Double
Book28788/Page1738 CFN#20130671696 Page 2 of 2
WIND CALCULATIONS
INSTALLER:
YAMILL GLASS & WINDOWS
4806 S.W. 75TH AVENUE
MIAMI, FLORIDA 33155
PHONE: (305) 826-2121
PROJECT:
IMPACT WINDOW/ DOOR INSTALLATION AT:
75 N.E. 101ST STREET
MIAMI SHORES, FLORIDA
MIAMI-DADE COUNTY
Miami Shores Villa e
APPROVED gy
DATE
ZONING DEPT
BLDG DEPT
WITH ALL
N ATE
ANS CCUWjyRUQ AND REGULATIONS
No.
PREPPED Y:
Lciam&.PER . Ot
"YOUR ON-CALL
NG COMPANY"
9420S.W. 112Th STREET, MiAMi, F[ORidA 33 176
TEI: (786) 242-1 720 - FAx:(786)242-4399
w
STRUCTURAL ENCINEERINC CONSULTANTS, INC
' 9420 S.W. 1 12TH STREET
' MIAMI, FLORIDA 3 3 1 7 6
TEL (786) 242.1720 - FAX :7861 242.1349
DESIGN CALCULATIONS
Com, A5CE '?-10
wWD vELM7 =1'-6 M p H
ExPozQAE om;oR = co
Rte. 5 K cjorl%ol ==
Kd= 1.00 � K{t: +.v0
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( IFRan -MU
' BUS'" 1,^1 0'7 NAARo W S -r D) M - 5Z)'6 0
MW.AN RODE ►iElCvK-r (},) 131-611
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Village of Miami Shores
Building Department
Miami -Dade County, Florida
Contractor: Yamill Glass & Windows
Job: Impact Window / Door Installation at:
75 N.E. 101` Street, Miami Shores, Florida
RE: Window / Door Units Design Wind Pressures
Dear Sirs:
September 13, 2013
We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above
referenced building's configuration, height, and category that the maximum design pressures for exterior openings are:
WINDOWS:
Positive Design Pressure (Zone 4): 47.1 psf
Negative Design Pressure (Zone 4): 51.1 psf
Positive Design Pressure (Zone 5): 47.1 psf
Negative Design Pressure (Zone 5): 63.1 psf
DOORS:
Positive Design Pressure (Zone 4): 45.3 p§f
Negative Design Pressure (Zone 4): 49.3psf
Positive Design Pressure (Zone 5): 45.3 psf
Negative Design Pressure (Zone 5): 59.5 psf
NOTE. "Zone 5"pressures are applicable to openings that are within 5'- 4" of building corners -
Refer to calculations.
The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following
criteria:
* Risk Category: II * Building Mean Roof Height: 13'-6"
* Exposure Category: C * Basic Wind Speed: 175 mph
Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict
accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering
Consultants, Inc.
If you s uld ppen
conta n �,o�mt0t aeeorEo'
mem
to have any questions or concerns regarding this or any other matter, please do not hesitate to
CONSULTANTS, INC. (E.B.#: 007781)
44 ':9/113
jural Engineer
A il%%kto
"YOUR ON-CALL ENGINEERING COMPANY"
9420 S.W. 1 12Th STREET, MiAMi, Ft0RidA 33176
TEI: (786) 242.1 720 - FAx: (786) 242-4399
' T
RESIDENCE
75 NE 101 ST ST
MIAMI SHORES , FL
913
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FRONT
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BATH BATH I i
NOTE: C1
MEAN ROOF HEIGHT: IT -6"
ROOF TYPE: 4:12
GROUND FLOOR
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DATE: 09/13113
SCALE: 3116" - P
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JOB #: 09-2013
1 of
NOTE 1: WINDOW FRANW/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE
WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS.
NOTE 2: ONLY TEE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NCA DESIGN
PRESSURES. AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS
PERMIT.
NOTE 3: TIM MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCI'URE(IE: BBAMS.COLUMN3,FRAIvING.EIC.)
SHALL BE DESIGNEDBY OTHERS TO WITHSTANDTEE LOADS POSED BY THE GLAZING. NO
CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY.
NOTE 4: ALL HORHSS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR
NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMMMONS PRIOR TO FABRICATION.
'D' 53-1/8" X 50.58" (XO )
HR -71 (r ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I.
N.O.A:11-1114.04 'Al'
ZONE 5:+47.1-63.1
GLAZING: 5116° LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LTTE:10 AM, GLASS
.090 DUPONT BUTACTTH OR SAFLEX KEEPSAFE
MAXCMUMI TTERLAYER
INTMORLTTE: W ANN. GLASS
'Cl' 19.18° X 38.3!8' (X)
SERIES CA 740 ALUMINUM CASEMENT WINDOW-L.MI.
N.O.A.:12.1218.09
ZONE 5:+47.1- 63.1
GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS
HXTERIORLTTE:18° ANN.GLASS
090 DUPONT BUTACTE PW INTIM AYER
INTERIORLITE:18° ANN. GLASS
'C' 19.18° X 38.318°(X)
SERIES CA- 740 ALUMINUM CASEMENT WINDOW-L.ML
N.OA :12.1218.09
ZONE 4:+47.1- 51.1
GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS
HXTERIORLTTE:18'ANN.GLASS
090 DUPONT BUTACTTE PVB IPITERI-AYER
U47MORLITE: IV ANN. GLASS
T jmun i SLG Ytli1OIN
74• X 50.58' (XO)
' HR -710° ALUMINUMHORIZONTAL SLIDING WINDOW -L141.
NOA:11-1114.04
ZONE 5:+47.1.63.1
GLAZING: 5/16° LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE: 18' ANN. GLASS
090 DUPONT BUTACTTH OR SAFLHX KHEPSAFB
MAXMIUMINTERLAYER
INTERTORLTIE: IB' ANN. GLASS
'B' 111' X 63' (XOX x1/4.1)2 -I/4 -CONFIGURATION)
. HR -71 VALUMINUM HORIZONTAL SLIDING WINDOW -1,31a
N.OA:11-1114.04
ZONE 4:+47.1.51.1
GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS
EXTERIORLTTE:18• H.S. GLASS
090 DUPONT BUTACTTE OR SAFLEX KEIMAPH
MAXIMUMIN'fFRLAYER
INTERIOR LITE:18' H.S. GLASS
`��Ss4E11B010 ��
1) 2013
No. 548
STAT OF
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a
DATE-
DATE: 04/13113
SCALE: 3116"— 11
DWO. BY: M.RZ.
JOB * 09-2013
2 of 5
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DATE-
DATE: 04/13113
SCALE: 3116"— 11
DWO. BY: M.RZ.
JOB * 09-2013
2 of 5
NOTE 1: WINDOW FRAMESWULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE
WITH THE UNITS NOTICE OF ACCEPTANf.'2?-RBFER TO PRODUCTS CONTROLS.
NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN
PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS
PERA,IIT.
NOTE 3 ; THE MAIN WINID FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMWG,ETC.)
SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO
CALCULATIONS HAVE BEEN PERFORMED TO VERIIY THEIR ADEQUACY.
NOTE 4: ALL EGRESS VAN ROWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44• ABOVE THE FINISHED FLOOR
NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION.
RIGHT ELEVATION
•E- 3T X 50.5/8° (XO)
- HR -710- ALUMINUM HORIZONTAL SLIDING WINDOW-LML
N.O.A.: ]I.1114.04
ZONE 4:+47.1-51.1
GLAZING: 5116° LAMINATED IMPACT RESISTANT GLASS
EXTERiORLITE:IB° ANN. GLASS
.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE
MAXIMUMINTBRLAYER.
INTERIOR Lim.. 18- ANN. GLASS
°F' 37° X SO -SA' (X)
SERIES CA- 740 ALUMINUM CASEMENT VANDOW-LML
N.OA :12-1218.09
ZONE 4:+ 47.1 - $1.1
GLAZING: 5/16* LAMINATED IMPACTRESISTANT GLASS
EXTERIORLITE: I18• ANN.GLASS
.090 DUPONT BUTACITB PVB INTERLAYER
INTERIOR LTTE, IIV ANN. GLASS
'G° 42"X 63• (XO)
'HR -71 0* ALUMINUM HORIZONTAL SLIDING WINDOW-LMI.
MO.A.:11-1114.04
ZONE 5:+47.1-63.1
GLAZING: 5116° LAMINATED IMPACT RESISTANT GLASS
EXTERIORLITE: IB• ANN. GLASS
.090 DUPONT BUTACITE OR SAFLEX KBBPSAFE
MA?IMUMIJTERLAYHR
INTERIOR LITE: IB' ANN. GLASS
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DATE: 49/13/13
SCALE: 3/16" m 1'
DWG. BY. MAY -
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DATE: 49/13/13
SCALE: 3/16" m 1'
DWG. BY. MAY -
3 of 5
NOTE 1; WINDOW FRAMLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE
WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS.
NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN
PRESSE3= AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS
PERMIT.
NOTE 3: THE MAIN WAND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS COLUMNS,FRAMII ETC.)
MALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO
CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY.
NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 441 ABOVE THE FINISHED FLOOR
NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DNMENSIONS PRIOR TO FABRICATION.
REAR ELEVATION
°E° 37• X 50.58° (XO)
HR -710" ALUMINUM HORIZONTAL SLIDING VMMW-L.M.L
N.OA:11-1114.04
ZONE 4:+47.1-51.1
GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLASS
EXTERIORLTTE: IB" ANN. GLASS
040 DUPONT BUTACITE OR SAFLEX KEEPSAFE
MA77to4 DMIRLAYER
INTERIORLITE:118" ANN. GLASS
°Bl" 111° X 63' (XOX XI/4-1/2-1/44XDMGURATION)
HR -71 W ALUMINUMHORiZONTAL SLIDING WINDOW-L.ML
N.OA:11-1114.04
ZONE 5:+47.1-63.1
GLAZING: 7116'LAMINATED IMPACT RESISTANT GLASS
EXTERIORLITE; M6" ANN. GLASS
.090 DUPONT BUTACITH OR SAFLEX XMSAFE
MADtTMUMINTERLAYER
INTERIOR LITE: 3116' ANN. GLASS
NOT PART CHS'
THIS PERM
W 74" X 50.58" (XO)
IHR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.Ml.
N.OA:11-1114.04
ZONE 4:+47.1-51.1
GLAZING: 5116'LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE: VV ANN. GLASS
.090 DUPONT BUTACTTE OR SAFLEX KEEPSAFE
MAXIMUM INTERLAYER
INTERIORLITE:18" ANN. GLASS
"H" 33" X 80'( NOMMAL)
FD -101 OUTSWING FRENCH DOOR- L.ML
N.OA:12-0516.02
ZONE 4:+ 45.3 -493
GLAZING: 7/16° LAMINATED IMPACT RESISTANT GLASS
EXTERIORLITB: 3/16' ANN. GLASS
.090 DUPONT BUTACITE PW OR SAFLWU
KEMMM MAX D&MINTffitLAYER
INTERIOR LITE: 3/16" H.S. GLASS
0
DATE: 09!13113
SCALE: 3116" = 1'
DWO. BY: M.R.Z.
4 of 5
u
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Gni
DATE: 09!13113
SCALE: 3116" = 1'
DWO. BY: M.R.Z.
4 of 5
u
NOTE 1: WINDOW FRAME UMLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE
WITH THE UNIT'S NOTICE OF ACCEPfANCE-RBFERTO PRODUCTS CONTROLS.
NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DEMON
PRESSURES. AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENNOS ARE NOT PART OF THIS
PERMIT.
NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCIURE(LE: BEAMS COLUMNS FRAMNG ETC.)
MALL BE DESIGNEDBY OTHERS TO WTPHSTAND THE LOADS POSED BY THE GLAZING. NO
CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY.
NOTE 4: ALL EGRESS WIDOWS SHALL HAVE A SILL HMOHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR
NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION,
LEFT ELEVATION
'H' 37' X 50-58° (XO)
'HR -71 (Y ALUMINUM HORIZONTAL SLIDING VONDOW-L.M.I. -P 37' X 38.38' (XO)
N.O.A:11-1114.04 ' HR'710• ALUMINUM HORIZONTAL SLIDING WINIDOW-LNU
ZONE 4:+47.1-51.1 N.O.A:11-1114.04
GLAZINO:5116'LAMINATED IMPACT RESISTANT GLASS ZONE 4:+47.1-51.1
EXTERIORLITB:18' ANN. GLASS GLAZING: 3116' LAMINATED DAPACI RESISTANT GLASS
.090 DUPONT BUTACITE OR SAFLEX FEEPSAFE EXTWOR LITS: IB' ANN. GLASS
MAX1MUMI TERLAYSR .090 DUPONT BUTACUB OR SAFLEX KRSPSAFE
INTEMORLITB: LW ANN. GLASS MAXIMUMITTEI"YSR.
INTERIOR LITE: IB' ANN. GLASS
s t7
?013
No, 5484
ro . STATE OF
.c�S•�zoRI ; �,•
ALO s
ttttH4444
I
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DATE: 09/13/13
SCALE: 3116"-11
DWO. BY: M.RZ.
5 of 5
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DATE: 09/13/13
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DWO. BY: M.RZ.
5 of 5
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MiAM1•DADE CITY MUM- DADE COUNTY, FLORIDA
i PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,TORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINIST I T (786) 315-2590 F (786:) 315--2599
NOTICE OF ACCEPT wwv.miamidade.¢av/aevelanment/
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 -Dada 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.
P CRIPTION: Series 16FDS-101" Outswing Aluminum Franeh=Door W wo S delites--L.M.L
APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door 8t 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., 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 Impart 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 put -poses 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. 11-1.013.22 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 Jaim a D. Gascon, P. E.
NOA No. 12--0516.02
MIAMhDAFAU1111#t 11111 Expiration Date: October 18, 2017
Approval Date: August 30, a e 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.
(Subinfitted 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.
(Substtitted ttytder previous NOA No. 07-0629.10)
2. Glazing complies with ASTM E130042/ 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,.P.19.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
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. FTL-6864, 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.
(Submifted under previous NDA 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.
g
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 LITE(S)
1. GLAZING OPTIONS:
A. 318" LAMI NOM. (.402'7 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
B. 3/8" LAM[ NOM. (.402') CONSISTING OF (1) LITE OF 11W HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS.
C. 711W LAMI NOM. (.465% CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS.
D. 7H6" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
Q E. 13116" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 114" AIRSPACE, (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB
INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2-
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04.
® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04.
3. CONFIGURATIONS: X, O XXX, XO, OX, XXO, OXJX OXO, AND OXXO.
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE
REQUIREMENTS SEE SHEETS 8 THROUGH 10.
5. SHUTTERS ARE NOT REQUIRED.
S. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
Qo TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0406.01,12-0126.09; ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES ............
1
CONFIGURATIONS ...........
1
GLAZING DETAILS ...........
1
DESIGN PRESSURES......
2
ELEVATIONS ....................
3
VERT. SECTIONS ........ ....
4
HORIZ. SECTIONS._........
5
PARTS LIST ..... ....... _.......
6
EXTRUSIONS ...................
6.7
ANCHORAGE ....................
8-10
DESIGN MANUAL.
B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
GLASS ABBREVIATIONS
9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION:
I-
AN. = ANNEALED
A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS.
HS. = HEAT -STRENGTHENED
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM
a
TP. = TEMPERED
TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT.
EXTERIOR
a
.090 PVB INTERLAYER
(DUPONT BUTACITE OR
BITE
318" NOM.
GLASS STACK
3/8" LAW NOM.
GLAZING OPTION A OR B, NOTE 1
1/2" GLASS BITE
3/18" AN. OR
HS. GLASS 3/16",HS.
.090 PVB INTERLAYER GLASS
(DUPONT BUTACITE OR
SAFLEX/KEEPSAFE
--t-
MAXIMUM)
7/16" NOM.
GLASS STACK
7/16" LAMI NOM.
GLAZING OPTION C OR D, NOTE 1
A
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114" AIRSPACE 3116" HS.
3H6" TP. GLASS GLASS
090 PVB INTERLAYER 118" HS. GLASS `�.4� V,
(DUPONT BUTACITE) y:'' ''•?'v1 a
13116"NOM. o.
STG LASS ACK 6 z
13/16" LAMI IG NOM. ' moo'••. Ite
GLAZING OPTION E, NOTE 1 '%y?,o`�`�
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, 0)0(& OXXO
(FOR DOORS Wl SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES A, B, C. D OR E
HEIGHT
X_ WIDTH XX WIDTH 68 =_79 314'1 70 - 83 3/4" 87 3/,V 91 3/4" �95
3r 37 912 6° 713/4!' +_75.0_ --75.Q +75.0 -75.0 +75.d -75.0 +75.0 -75.0 +75.0 -75.0
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A
273/4- 1+75.01-75.01+75.0 -75.0 +75.0 -75.0 +75.01--75.0 +75.0 -75.0
361/8" +75.0 -75.01+75.0+1-75.01+71.41-71.41+67.61-67.6 +64.2 -64.2
36 3/4" +75.0 -75.01+74.91 -74.91+70.41 -70.41+66.61 -66.6 +63.1 -63.1
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E
36 3/4" +75.0 -75.01+75.01 -75.01+75.01 -75.01+7,5.01 -75.0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY A
APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
GLASS TYPES A, B, C, D OR E
HEIGHT
X WIDTH
XX WIDTH 68 - 79 3/4"
70 - 83 3/4" 1 87 3/4" 91314"
80-953/4"
20 251/2"
40 47 3/4" +58.6 -58.6
+55.4 -55.41+52.4 -52.4 +49.8 -49.8
+47.4 -47.4
271/2"
513/4"1 +54.9 -54.9
+51.8 -51.81+49.0 -49.0 +46.5 46.5
+44.3 44.3
29 1/2"
55 3/4" +51.7 -51.7
+48.8 -48.8 +46.1 46.1 +43.8 43.8
+41.6 41.6
28 31 1/2"
5° 59 3/4" +49.0 49.0
+46.2 -46.2 +43.6 -43.6 +41.4 41.4
+39.3 -39.3
28 33 1/2"
54 63 3/4" +43.1143.1
+43.1 -43.1 +41.5 -41.5 +39.3 -39.3
+37.3 -37.3
35 112"
6731411 +38.1 1-38.11+38.1
-38.1 +38.1 -38.1 +37.5 -37.5
+35.61-35.6
3° 37112"
6° 71 3/4" +34.01-34.01
+34.0 -34.0 +34.0 -34.0 +34.0 -34.0
+34.0 -34.0
0 WIDTH
GLASS TYPES A, B, C, D OR E
10 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.01-75.01+75.0
-75.0
SINGLE
12 3/4" +75.0 -75.0
+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0
SIDE LITE
21 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0
+52.4 -52.4
27 3/4" +52.9 -52.9 1 +49.9 -49.9 +472 -47.2 +44.7 -44.7
+42.6 42.6
361/8" +35.2 -35.21+35.2
-35.21+35.2 -352 +35.2 -35.2
+34.4 -34.4
36 314" +34.0 -34.01+34.0 -34.01+34.01-34.01+34.01-34.01+34.0 -34.0
1,1119111*1
1. GLASS TYPES:
A. 3/8" LAMI (1/8 A_090 PVB, 311(" HS)
B. 3/8" LAM] (1/8" HS, .090 PVB, 3118" HS)
C. 7/16" LAMI (3/16" k.090 PVB, 3/18" HS)
D. 7/18" LAMI (3116" HS, .090 PVB, 3/1(r HS)
A E.13/16" LAMI IG (3116" TP, 114"AIRSPACE,1/6" HS, .090 PVB, 3116" HS)
2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2.
MAX. OX/XO WIDTH = 73112"
MAX. OXO WIDTH =1091/2"
MAX. XXO/OXX WIDTH =107 314"
MAX. OXXO WIDTH =143 314"
3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8"
WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADS COUNTY.
6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
EX. A FROM TABLE 1.
OXO WITH GLASS TYPE A
30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES
DESIGN PRESSURE =+67.61-67.6 PSF
EX. B FROM TABLE 1.
OXXO WITH GLASS TYPE A
68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES
DESIGN PRESSURE = +70.4 / -70A PSF
EX. C FROM TABLE 2.
OXO WITH GLASS TYPE C
30" WIDE x 87 314" HIGH SINGLE DOOR WITH 20' SIDE LITES
DESIGN PRESSURE =+43.6 / -43.6 PSF
EX. D FROM TABLE 2.
OXXO WITH GLASS TYPE C
03 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES
DESIGN PRESSURE= +43.1 / 43.1 PSF
6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOOR TO SIDE UTE
CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT
DETAIL.
52
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J 35 .4" ~ UAY
SEE NOTE 4 OX OR XO
109112 MAX.
36 314" 36 314"
MAX. —r—SEE NOTE 3--J--—
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109112 MAX.
36 314" 36 314"
MAX. —r—SEE NOTE 3--J--—
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SEE NOTE 4 —� OXO
71 3/4" MAX.
{�37 1/2" _ D 9/16" MAX.
MAX.
.I DLO (TYP)
95I4"
49 MIAX.
843/8
MAX.
DLO
TYP.
C1
fC
143 314" MAX.
MAX4"---J---SEE NOTE 3— r— Mme"
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-� -SEE NOTE 4
_36 3/4"
MAX.
33 5/8" MAX.
B DLO (TYP.) - G
G
95 3/4"
MAX.
(TYP.)
MAX
DLO
(TYP.) DOOR
DLO HEIGHT -HEIGHT-113/8"
DLOWIDTH'X'-DOOR WIDTH -1215/15"
F
1 DLO WIDTH VX =DOOR WIDTH/2 -11 511W
r D I F SIDE LITE
t DLO HEIGHT = HEIGHT 4131W
A-_ X A B O DLO WIDTH =WIDTH -31
xx
NOTES: 41
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3. SIDE LITES OVERLAP W AND"" DOORS BY 314" WHEN ASSEMBLED TO MAKE %0', 'OX, 'OXO' =a,'OXX' AND'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).
5. CLEAR OPENING FOR 7C AND "V DOORS AS FOLLOWS: (7C DOORS =WIDTH -6.60) (WC DOOR -DOOR WIDTH/2 -4.079)
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10 1 2 60 ® p
37 64 AT HEAD/JAMB O Q
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67 ANCHORMB SPACING
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(SEE SHEETS 7,8 AND 9)
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SEE TABLES t AND 2 AND
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NOTES ON SHEETS 1& 2_
66 62 SL SECT. E -E 82 FOR APPLICABILITY
SL SECT. F -F
r: 6 o;
y z
HORIZ. (DOOR WI SIDE LITE)
HORIZ. (SINGLE SIDE LITE)
y 0, a
0,
ITEM DW Q # PQT#
DESCRIPTION
� 820D 8920D
SIDELITE HEADER
81
821D 8921
SIDELTTE SILL
82 8188 80381
SIDELITE JAMB
83
11bb ` T81PQA
#8X1.000 QUAD PN. SMS
64
898 7898
HEAD GASKETS (STOCKING #70998}
REOM
Roma . -,. Wig- sl&.01111 17
Mi Asde Product Con
TEMDWO# PQT# DESCRIPTION
1 8438 80411 FRAME HEAD
66
834A 61641M
SIDELITE JAMB ADAPTER
2 1010 8Q300 WSTP.,Q-LON .180 X .375 HIGH
#12 X 1.000 SHEET METAL SCREW
!'complybia
3 7070 8707QK BULB WEATHERSTRIP .187 X.300 HIGH
SETTING BLOCK, 3/32" X 9/4° X 1" W/PSA, 85 +/-5 DURO.
71
71267K
4 955 7955X FLUSHBOLT STRIKEPLATE
72 4222A 84222
BEAD, 7/16"
73
5 938 7938X 2 PT. LOCK STRIKEPLATE
BEAD, 318'
74
40878 84087
6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE
90
6DURAK14
1!4° DURASEAL 10 SPACER
7 7832X12FPXP #8.32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH
6TP248
BULB, THIN (USED IN EXTRUDED BEAD)
92
8 995 70995 GASKET (BETWEEN THRESHOLD 8 FRAME JAMB)
BEAD, INTERIOR
83
1224 8TP247
Y
tJ)
O
94
N
J
Q
F
2
Wo
F -
J
0
N
oif
Of
O
O
z
LL
a
T
L6
P
r
o
LL
O
o
Z
O
D
9 896 70996 GASKET (BETWEEN HEAD &FRAME JAMB)
®
97
GLASS, 7/18" LAMI - 3/16" A, .90 PVB, 3/18" HS
10 852A 6533016 FILLER HEAD ADAPTER
CLASS, 7/16" LAMI - 3!16° HS, .90 PVB, 3/16" HS
99
GLASS, 13!16" LAMI IG • 3!16" TP, 1/4" AIRSPACE, 1/8" HS, .90 PVB, 3116" HS
11 11000 611000M OUTSW{NG THRESHOLD
DEAD BOLT LOCK
12 1670 671670 WSTP, .350 RD FOAM FILL T SLOT (AMSBURY#32011)
13 11004A 811004M OUTSWING THRESHOLD CHANNEL COVER
®
14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED)
11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED)
Q
611003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED)
a
Z
a Q
915D 80380 FRAME JAMB {OUTSWING)
1010 60300 WSTP.,Q-LON .190 X .375 HIGH
K22
6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650,8081 -TS
1140 78X112PSATS #8 X 1.500 PH SO A T/S
1048 71048 JAMB SCREW COVER CAP
25 930 41721N STRIKE PLATE INSERT
26 1118 710X34PFA #10X.750 PH. FL. SMS
27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH
_
30 910D 8910 DOOR PANEL, TOP &BOTTOM RAIL
I
.504--�-{I�I� - i
U U —3J60
055
OUTSWING THRESHOLD
`3 CHANNEL COVER
6063-T8
1.000850-+1E--
_;m
22 6063E GULL -
31 911E 6911 DOOR PANEL, SIDE RAIL
32 917 7FRM0 HINGE EXTRUSION
33 1178 71058FP W,e #10X.625 PH. FL SMS
a C-4
0. C)
4
34 913A 60378M TRUSS CLAMP
35 1130 67120DA b/16.18 THREADED ROD
38 990 7980NUTA 8!1&18 FLANGED F)EXNUT
37 914A 60379M WEATHERSTRIP CHANNEL
®
�t
Q a
R
�4+
a
as
38 7834FPT #8X.75 PH. FL. TEK
39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL &PANEL STILES)
40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL
41 928 41720 SLIDE BOL ASSY. (INACTIVE PANEL ONLY)
42 1145 78X12FPAW #8 X.b00 PH FL SMS TYPE BDS
43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL)
44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING)
45 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING)
46 1213 6Q200K WSTP.,Q-LON .180 X.200 HIGH
47 929 74UBLOK LOCK SUPPORT ASSY. (41707 8 41708)
®n O 4`-_n
o zit
z : u �' m O
O'
48 1139 7834E #6X.750 PH. FL. SMS
48 882 FD2P AY 2 PT. DWI( ASSY.
8R180FS RUBBER SLEEVE
60125
51 930 41721 STRIKE PL INSERT CTNE PANEL)
52 931 7FRSPX DEADBOLT STRIKE PLATE
53 1118 710X34PFA #10X.750 PH FL SMS
54 857 70857X HANDLE STRIKE PLATE
65
ITEM DW Q # PQT#
DESCRIPTION
� 820D 8920D
SIDELITE HEADER
81
821D 8921
SIDELTTE SILL
82 8188 80381
SIDELITE JAMB
83
11bb ` T81PQA
#8X1.000 QUAD PN. SMS
64
898 7898
HEAD GASKETS (STOCKING #70998}
65
999 7999
SILL GASKETS (STOCKING #70999)
66
834A 61641M
SIDELITE JAMB ADAPTER
67
#12 X 1.000 SHEET METAL SCREW
70
712853K
SETTING BLOCK, 3/32" X 9/4° X 1" W/PSA, 85 +/-5 DURO.
71
71267K
SETTING BLOCK, 1/16° X 112" X 1° WJPSA, 85 +l-5 DURO.
72 4222A 84222
BEAD, 7/16"
73
968 6988
BEAD, 318'
74
40878 84087
BEAD, 13!16" IG
90
6DURAK14
1!4° DURASEAL 10 SPACER
91
6TP248
BULB, THIN (USED IN EXTRUDED BEAD)
92
986 64986
BEAD, INTERIOR
83
1224 8TP247
BULB, THICK (USED IN EXTRUDED BEAD), 86 +!-1 DURO.
94
GLAZING SILICONE, DOW 898 OR 883
85
GLASS, 3/B" LAMI -1/B" A. .80 PVB, 3/16" HS
96
GLASS, 3/8' LAMI -118" HS, .90 PVB, 3/16° HS
97
GLASS, 7/18" LAMI - 3/16" A, .90 PVB, 3/18" HS
98
CLASS, 7/16" LAMI - 3!16° HS, .90 PVB, 3/16" HS
99
GLASS, 13!16" LAMI IG • 3!16" TP, 1/4" AIRSPACE, 1/8" HS, .90 PVB, 3116" HS
103 OFF -THE SHELF
DEAD BOLT LOCK
1118
710X34PFA
#10X.750 PH FL. SMS
ITEM DW Q # PQT#
DESCRIPTION
� 820D 8920D
SIDELITE HEADER
81
821D 8921
SIDELTTE SILL
82 8188 80381
SIDELITE JAMB
83
11bb ` T81PQA
#8X1.000 QUAD PN. SMS
64
898 7898
HEAD GASKETS (STOCKING #70998}
65
999 7999
SILL GASKETS (STOCKING #70999)
66
834A 61641M
SIDELITE JAMB ADAPTER
67
#12 X 1.000 SHEET METAL SCREW
70
712853K
SETTING BLOCK, 3/32" X 9/4° X 1" W/PSA, 85 +/-5 DURO.
71
71267K
SETTING BLOCK, 1/16° X 112" X 1° WJPSA, 85 +l-5 DURO.
72 4222A 84222
BEAD, 7/16"
73
968 6988
BEAD, 318'
74
40878 84087
BEAD, 13!16" IG
90
6DURAK14
1!4° DURASEAL 10 SPACER
91
6TP248
BULB, THIN (USED IN EXTRUDED BEAD)
92
986 64986
BEAD, INTERIOR
83
1224 8TP247
BULB, THICK (USED IN EXTRUDED BEAD), 86 +!-1 DURO.
94
GLAZING SILICONE, DOW 898 OR 883
85
GLASS, 3/B" LAMI -1/B" A. .80 PVB, 3/16" HS
96
GLASS, 3/8' LAMI -118" HS, .90 PVB, 3/16° HS
97
GLASS, 7/18" LAMI - 3/16" A, .90 PVB, 3/18" HS
98
CLASS, 7/16" LAMI - 3!16° HS, .90 PVB, 3/16" HS
99
GLASS, 13!16" LAMI IG • 3!16" TP, 1/4" AIRSPACE, 1/8" HS, .90 PVB, 3116" HS
103 OFF -THE SHELF
DEAD BOLT LOCK
1.750-�•�
4.626
4.600 •062 -
4.726
DOOR PANEL DOOR PANEL
3Q TOP 8 BOTTOM RAIL 31 SIDE RAIL
6063-T5 6063-T5
1.750-►•�
4.726
4.100 .062
4.675
DOOR PANEL
44 INTERIOR ASTRAGAL
6063-T5
i+ 1.500-►{
3_655 3.111 I 1251 I _ �-.558
750 .683 050
II.5�50
1.400 .rF� 050 ►11-i- 1
1=14
FILLER HEAD ADAPTER 44 TRUSS CLAMP C � 3/8" GLAZING BEAD
1 Q
6063-T6 6063-T5 6063-T5
3.000
1.272 1.479
I L L
.050
0 FRAME HEAD
6063-T6
.050
079 1.489
.4�8j8 - r�
I 3.000
11 OUTSWING THRESHOLD
6083-T6
F- 3.100
1.479
075 5.212
4.586
3.100
60 SL HEADER
6063-T6
1.750
-
4.726
.062
4.675
4.100
- I - -t -
DOOR PANEL
45 EXTERIOR ASTRAGAL
6063-T5
050
683
7/16" GLAZING BEAD
%2 6063-T5
61 SL SILL
6063-T6
�1 480-►{
3.000 .050
2Q DOORFRAME,
JAMB
6063-T6
1.578--1
---� .8900
II��
050
3.000 L - 1,
62 SL JAMB
6063-T6
SLJAMB
B6 ADAPTER
6063-T6
.050 - 1.620
37 WEATHER
STRIP CHANNEL
6063-T5
32 HINGE
6063-T5
r--.172
.683 050
�i i1.092 �+
SIG GLAZING BEAD
6063-T5
0
®�cm
U
N.
•.:. tip,,; d
<1
'
co.:Z
HEAD
HEAD HEAD
HEAD
E CZONEE °D"�ZONEE'D"—i ZONE" � �ZONEE °D" HEAD
ZONE "E"1
IPRODUCrRENEWED
,vttly mida
®10.
®
ASI
x = MINIMUM JAMB ANCHOR
By-
y
N4ami Dada Pi uct On
LOCATION.
LOCATION.
cq
p
z X z zzo
XX z w O z z XO OR OX z — =ADDITIONAL JAMB
gm m m m m
ANCHOR LOCATION,
m EQUALLY PACED AS
�?y
j
gm �m
¢� REQUIRED PER TMLES
0
er
Q
3-7 ON SHEET 9.
o
O
W
1 C
J
SILL SILZONE SILL
�ZONELSILL
"C" -E°4
02
G ZONE D` ZONE D' ZONE
SEE TABLE 3.. SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE S.,SHT. 9 SEE TABLE 6., SHT. 9
U
Z
Z
O
Fn
o(j
LL
O
HEAD HEAD HEAD HEAD ' HEAD
HEAD HEAD HEAD HEAD HEAD
ZONE ZONE{ �{ 70NF 70NE }
ZONE "F" ZONE "D" ZONE "F" I —ZONE"F"ZONE"F"�ZONEI
EXAMPLE
Q
�
O
F"
Q
W
W
O
O
co
E" E E E
ANCHORAGE SOLUTION
O
�
_.�.
FOR A CONCRETE
of
w
z
x ` *
OXXO INSTALLATION
v
0
U
w
N
A. 19" x 83 3/4" SIDE LITES "B" AND
O
IL .9—
in ¢ m m
"E" ZONE ANCHORS FROM
'E"
p or
Q
=
g p
w w w w
w
o OXO z z XXO OR OXX z z i OXXO z
TABLE 7, SHEET 8.
fV
LL
N N N N N N
PLUS;
p
t0 ca gmg m m
a
B. 713/4- x 83 3/4" XX DOOR ZONE
�'
m
"F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
®
o N
m
SEE ENCIRCLED VALUES, SHEET 9
o
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
g � z
SILLSILL I SILL SILL SILL SILL 111 SILL I SILL SILL
ZONE—�— —}-ZONEA —�— —� ZONE4 ZONE—� —}— �ZONEJ
EACH JAMB AND 2+5+5+2 = (14)
TYPE 1OR2ANCHORS ATHEAD
o
aE" ZO °F" °E" AND AT SILL
"E" ® "Ea ZOSEE
_SEE TABLE 7,"FSHT. 9 EE TABLE 7., SHT. 9"F"
TABLE 7. SHT 9
N��'�
EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"" DOOR,
+x = ANCHOR LOCATION FOR
��`�g•
WITH 19"x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT)
EXAMPLE ABOVE ®'•.'1uj
,l
: a
NOTES:'h
1. APPROVED
o: �-
w " o: Z
ANCHOR TYPES ARE: 1. IW ELCO TAPCONS 2.1/4" ELCO S84 CRETE -FLEX MASONRY ANCHORS 3.#12 SCREWS
=
d e:O?
2ANCHR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3- MIN. O.C. FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUTABOVE.
=
'
r :> z ., u1
Z�
JAMBS (ALL):131/4" MAX. FROM CORNERS AND 231!8" MAX. O.C.
HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C.HEAD
•, : • C. a
',y�iy6 • ' !��/�.` d
& SILL OF SIDE UTES: (r
3. TO DETERMINE ANCHOR QUANTITIES D THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
APPROVED ANCHOR TYPES:
TABLE 3.
X DOORS ®
TABLE 4. XX
DOORS nD
TABLE 6.0
SIDE LITE Q
TABLE 6. XO
&
OX
®
TABLE 7, OXO.
� OXX
GLASS TYPES
ANCHOR TYPE
(ALSO X DOOR
GLASS TYPES
ANCHOR TYPE
OF XO & OX
GLASS TYPES
ANCHOR TYPE
QLASS TYPES
ANCtIORTYPE2,3,ANCHORTYPE2.3.VdDOD1,2,CONC&SUBSBSUBSTRATE&SUBSTRATEBSUBSTRATE8SIIB.STRATEDOORWIDTHSLOADZONESDOORWIDTHSLOADZONESWIDTHSDOORWIDTHSLOADZONESDOORWf07}LSLOADZONES"X'-2b.60�"X>C'
&
GLASS TYPES
OXXO
1.1/4" ELCO TAPCONS
2.1/4"ELCOSS4 CRETE-FLEX
MASONRY ANCHORS
MRSKSWED
� , ,tFh
do
A IP�"coHO`5iz•
A. B, C, 0, E
A, B, C, Q E
A. B, G D. E
A, 8, C � E
2.3. WOOD 1,2, CONC
2,3, WOOD 1.2, CQNC
10.76
rA
3. #12 SCREWS (G5)
13
Mt i Delo Product ConaoI
- 47.7b
ww"O"-
"X - 26.60
'7C'- 2b.b0
TO 37.50TO
=F. >
x x x 3 x K K 3
71.75TO
� q�*~�4~
�a m-? "OiW
�. # ,� a�
36.7b
�ll
ao bo
o 0 0 o
TO 37.50TO37.t..Wu
W
m
o o
a
�
x x
bo
�
o o
a
m
X X
'00C-a7.75
TO 71.75
m qO
o
m 5d
4. ENCIRCLED ANCHOR
QUANTITIES IN TABLES 4
AND 7 PERTAIN TO THE
EXAMPLE ANCHORAGE
SOLUTION ON SHEET 8.
N
p
O
O
Q
0
O
aU
Q
U
g
LLI
F-
J
p
1n
of
O
z
LL
S�
iyy'II Q
p
'�'� x HT•
�•� x Hr.
Hnotlt x Hr.
ELITE
WIDTH x HT.
6LtIE
WIDTH x Hr.
L6
' r
25.50 x 78.75
83.75
87.75
81.75
95.75
5 2 7 4 2 3
5 2 7 4 2 3
5 2 7 4 2 3
5 2 7 4 2 3
6 2 7 4? 3
47.75 x 79.75
83.75
87.75
91.75
95.75
4 3 6 4 2 3
5 4 7 4 2 3
5 4 7 4 2 3
b 4 7 4 2 3
5 4 7 4 2 3
10.75 x 79.7
83.75
87.75
91.75
95.75
4 1 a 1
4 1 4 1
4 1 4 1
4 1 4 1
10.7b x 79.75
83.76
87.75
91.76
95.75
4 2
4 2�
4 2
4 2
4 2
�
�pp
0
�
�
m
ta..
�
�
w
F
a
�
p
t�i _
w
�
N
Z
�
w
m
�
4 2�
rc
O
C
�
m
tQ-
w
w
�
�
�
04
W
w
�
�
y
Z
�
w
m
�
10.7b X78.75
83.7b
87.75
81.7
95.75
12.75 x 79.75
83.75
87.7
91.75
95.7b
19.00 x79.755
83.75
87.75
91.75
85.75
21.75 x 79.75
83.75
87.75
91.75
95.75
27.75 x 79.75[
83.75
87.75
91.75
95.75
38.13 x 78.76
4 2
4 2
4 2
4 2 19
p
,Q�
p
a
j
a
L
W
LLij
p
Q
tQ
4
p
m
f
�
W
4
k 2
4 2
4 2
p
p
p
a
as
LL
W
p
Q
LL
of
0
m
F
p
LL
W
4 2
4 2
4 2
W
}
F
cn
(�
Lu
a
4 2
4 2
4 1 4 1
4 2
4 2
4 2
4 2
4 2
4 2
4 3
4 3
4 3
o
LL
O
27.50 x 79.75
83.75
87.75
91.75
fl5.75
_5 2 7 4 2 3
5 2 7 4 2 3
5 2 7 4 2 3
6 2 7 4 2 5
6 2 7 4 2 5
51.75 x 79.75
83.75
87.75
91.75
95.75
5 4 7 4 2 3
5 4 7 4 2 3
5 4 7 4 2 3
5 4 7 4 2 3
6 4 7 4 3 5
12.75 x 79.75
83.75
87.75
91.75
95.75
4 2 4 2
4 2 4 2
4 2 4 2
4 2 4 2
4 2 4 2
12.75• x 79.75
83.75
87.75
91.75'4
95.75;4
4 2
4 2
4 2
2
2
4. 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
1-
Z
4 2�
29.50 x 79.75
83.75
87.75
91.75
95.75
5 2 8 4 2 3
5 2 8 4. 2 _3
6 2 8 4 2 5
6 2 6 4 2 5
6 2 8 4 2 5
55.75 x79.75
83.75
87.75
91.75
95.75
5 4 7 4' 2 3
5 4 7 a 2 3
19.00 x 79.75
83.75
87.75
81.75
95.75
4 2 4 2
4 2 4 2
4 2 4 2
4 2 4 2
4 2 4 2
19.00 x 79.75
83.75
87.75
81.75
95.75
4 3
4 3
4 3
4 3
4 3
4 2
4 2
4 2
4 2
a 2=
4 2
4 2
4 2
4 2
4 2
O
p
CC LL
5 4 7 4 2 3
6 4 7 9 3 5
6 4 8 4 3 5
4 3=
04
x CLO2
Q cV
4 3
4 3w
4 3
4 3
3
3^
3
3
31.50 x 79.75
83.75
87.75
91.75
95.75
5 2 8 1412 3
6 2 8 4 2 b
6 2 8 4 2 5
6 2 8 4 2 5
7 2 10 4 2 5
59.75 x79.75
83.75
87.75
81.75
95.75
5 5 8 4 2 3
5 5 8 4 2 3
6 5 8 4 3 5
8 5 8 4 3 6
6 5 8 4 3 5
21.75 x 79.75
83.75
87.75
91.75
95.75
4 2 4 2
4 2 4 2
4 2 4 2
5 2 4 2
5 2 4 2
21.75 x 79.75
83.75
87.76
81.75
95.75
4 3
4 3
4 3
5 3�
5 3
4 2
4 2
4 2
4 2
4 2
4 2�
4 2
4 2
a 2
p
®
QN N
4'
on
oZ
N
o
U
4 2^
33.50 x 79.75
83.75
87.75
91.75
85.75
6 3 8 4 3 3
6 3 8 4 3 5
6 3 8 4 3 5
7 3 10 4 3 5
7 3 10 4 3 5
63.75 x 79.75
83.75
87.75
91.75
95.76r7
5 b 8 4 2 3
b 8 4 3 5
5 8 4 3 S
5 8 4 3 5
6 10 4 3 6
27.75 x 78.75
83.755
87.75
91.75
85.76
5 2 4 2
2 4 2
5 2 4 2
6 2 4 2
6 2 4 2
27.76 x 78.75
83.75
87.75
81.75
95.76
5 3
5 3
5 3
6 3
8 3
4 2
4 2
k 2
4 2
4 3
4 3
42
4 2
4 3
4 3
3
3�
8 3
8
35.50 x 79.75
6 3 8 1413 5
67.75 x 79.7
8 6 8 4 3 5
38.13 x 79.75
8 3 4 3
38.13 x 79.75
8 4
4 3
4 3
83.75
87.76
91.76
85.
37.50 x 79.7
83.76
87.7
81.76
85.7
6 3 8 1413 5
8 3 8 4 3 6
7 3 10 4 3 b
7 3 10 4 3 5
8 3 8 a 3 5
8 3 8 4 3 6
7 3 10 4 3 6
7 3 10 413 6
7131101413 6
83.75
87.7b
81.76
88.75
71.75 x78.76
83.7
87.7
91.75
95.7
6 5 8 4 3 5
B b 8 4 3 b
7 8 10 k 3 6
7 8 10 4 3 6
8 5 8 k 3 5
8 b 8 4 3 6
8 b 9 4 3 6
7 8 10 4 3 b
7 8 10 4 3 b
83.75
87.76
91.76
85.76
38.75 x 78.7
83.76
87.76
81.7
9b.7b
8 3 4 3
7 3 4 3
7 3 4 3
7 3 4 3
8 3 4 3
8 3 4 3
7 3 4 3
7 3 4 3
7 3 4 3
83.75
87.76
91.7
96.757
38.76 x 79.7
83.76
87.7
91.75
95.75
6 a
7 6
7 b
5
8 4
8 4
7 b
7 5
p
�
p
V
4
m
q
�
4 3
4 3
4 3
p
�
p
y
Q
�
�
�
83.75
87.76
91.75
96.75
38.75 x 78.7b
83.76
87.76
9'i.
95.75
6
d
oG
x
2
W
4 3
4 3
4 3
4 3=
4 3
4 3
4 3�
4 3
14131
4
d
9
w
%'yyoyl
6 4
>•:�O Z `�It:•�:n
� 0����
11111111`
7 8
7 b
7 6
8 4
4 3
k 3
4 3
4 3
43
4 3
8 4
7 6�
7 6
7 5
2X WOOD —1314* 1 3f4* 2XWOCID 1314* 13/4' MIN. E.D.
BUCK, NOTE 2 MIN E.D.E.D_ MIN E.D. 3A KSI MIN. CONC.
3.4 KSI MIN. CONC.UCK- NOTE 2 604
IX WOOD BUCK, NOTE 2�.� , .; s- % • '' *r-sa.
ix WOOD I 318' TYPE I I 318° TYPE I
BUCK, NOTE 2 1314" TYPE 2 YPE2
38" 1
MIN. 1318" MIN.
1/4" MAX. —1 - 1/4" MAX.
SHIM 114"MAX. --- 1W MAX. SHIM
WOOD EXT. SHIM SHIM
EXT. fill: ANCHOR CONIC. EXT. WOOD EXT. -CONC.
ANCHOR
TYPE 2 OR 3, ANCHOR, ANCHOR
C
MNOTE
FRODUCr RB 4WM
A
Dj
Num PfodUd 'I
04 0
NOTE I NOTE I Y NOTE 1
TYPE 2 OR 3,
1 1/4- TYPE I OR 2 (CMU) OT I
DOOR HEAD (WOOD) DOOR HEAD (CONIC) -TYPE
13/8 1 (CONC)
SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC)
13/4" TYPE 2 (CONC)
C1
1W MAX. SHIM MI 114"MAX. 11/4' TYPE I OR 2 (CMU)
90 — an
SHIM 114"MAX. SHIM 1/4"MAX. SHIM
_T 13/8' TYPE I (CONC)
--�j
C>
C>
I
1318* MIN. —i -
314-MIN.E.D. 13/4' TYPE 2 (CONC)
TrT
LU
1314"
WOOD awl CONC. r MIN. E. D.
ANCHOR ANCHOR,w
ON CONC t Val ID NOTE 1 1 0W
�!T-
Lf)
* ,li
STAGGERE ANCHOR
1.5 KSI MIN. CMU OR
CENTERS,ON �.WOOD 3.4 KSI MIN. CONC.
LL
.4
E STAGGERED vflt�-
� (00
06 C)
ANCHOR. 1 314"MIN. E.D.
0 CENTERS,
2 R3 TYPE
13/4 MIN.. E.D.0
w
NOTE 1 NOTEI 2 OR 3,
2X WOOD 1 X WOOD BUCK, 2X WOOD EXT. NOTE
t1.6
U)
EXT, K MIN. CMU OR
Z
BUCK, NOTE 2 NOTE BUCK, NOTE 2 1 X WOOD BUCK NOT: 2 EXT.
3.4 KSI MIN. CONC.
W
DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC)
Ui W
0 7: a
WOOD ANCHOR TYPE 2 CONC. ANCHOR,
LU
z U) � —
9
OR 3, NOTE 1 NOTEI
NO'
WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 A 1X WOOD /17
LL C)
0 .
'a
EXT. V — EXT.
�) I i V BUCK, NOTE 2
EXT. 1/4"MAX . EXT. NOTE 3z
-SHIM 1/4" MAX 1/4"MAX. 114" MAX. SHIM --,SHIM
---rt— r
IT
IL 7: 2 o
U n
z
1318" TYPE
1 318 MIN.
1314" TYPE 2 1 318" MIN.
4 318' PE
NIA -
MIN. ':',l
3/4" TYPE2
3/4" 3.4 KSI MIN. CONC. CONC.
2X WOOD BUCK, NOTE 2 __�IN. E.D. 2X WOOD BUCK, NOTE 2 13/4
DOOR SILL (WOOD) DOOR SILL (CONC)
SIDE LITE SILL (WOOD) MIN'E'D'
crag
SIDE LITE SILL (CONIC)
NOTES:
Haa
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" TAPOONS EMBEDDED 1 318" MIN. OWE 1) OR 1/4' SS4
CRETE -FLEX EMBEDDED I 3/4" MIN. (TYPE 2� THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3f4'. FOR WOOD INSTALLATIONS USE
#12 SCREWS, G6 3) OR ELCO 114" SS4
(TYPE CRETE -FLEX ANCHORS EMBEDDED I 31W MIN. (TYPE 2}
4
2. WOOD SUCKS DEPICTED AS Ix ARE LESS THAN I 1/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE I 112° THICK OR GREATEFL INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AH4
3. 0: Z=
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.1 PONE BY OTHERS)
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
WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
;1k ...........
0
E MIAMI—DADE 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) 315-2559
NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/nera/
PGT Indus tries, 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.
DESCRiPTIONt-Series SHR -710" Aluminum Horizontal Sliding -Window - L.M.L
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
POT 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 IN[PACT 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' 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. 11-0630.02 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.
,SAY NOA No. 11-1114.04
Ibgadgcbut�rY $ tt, Expiration Date: December 21, 2016
2 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 I1 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 20194
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 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-4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0445.06)
Jaime D. Gasco P. E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21, 2016
Approval Date: February 16, 2012
M�-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. 07-0815.49)
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
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 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. Gaston, 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 FT1 4858 and FT"859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
*by Edmundo Largaespada, P. E.
(Submilled under NVOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 114630.02, 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.
Q� 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
I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A. 6J18" LAMI CONSISTING OF (2) UTES OF 11$" ANNEALED GLASS WITH A.080 DUPONT BUTACITE OR SAFLEXIXEEPSAFE MAXIMUM PVB INTERLAYER.
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. 518" LAMI CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEWOMEPSAFE
MAXIMUM PV13 INTERLAYER
P 8
C. BMW LAMI CONSISTING OF MUTES OF 1I8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER
D. 7116' LAMI CONSISTING OF (2) LRES OF 3M8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER
Aamptonm No
E. 718' LAW CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3M8" HEAT STRENGTHENED GLASS WITH AN= DUPONT BUTACITE OR SAFLEMMEPSAFE
NOA DRAWING MAP
MAXIMUM PWB INTERLAYER
SHEET
F. 7/18' LAMI CONSISTING OF (2) UTES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER
GENERAL NOTES..........._ 1
ANSUAF&PA NDS-20DS FOR WOOD CONSTRUCTION
GLAZING DETAILS.... .... 2
G. 13!18' LAMI IG: (1) LITE OF 1/8.OR 3/18" ANNEALED (MIN.) GLASS, 5/18" OR 3f8" AIR SPACE AND 6/18' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A
DESIGN PRESSURES...._.3
.090 DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB INTERLAYER
ELEVATIONS ...............».... 4
AHURRICANE ZONE (HVHZ}
D
VERT. SECTIONS ............. 6
H. 13118" LAMI IG: (1) LITE OF 118' OR 3/18' ANNEALED (MIN.) GLASS, 5118' OR 3/8" AIR SPACE AND 8118' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE
HORIZ. SECTIONS ......... 6
OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLW(EEPSAFE MAXIMUM PVB INTERLAYER
PARTS LIST...... ................ 6
EXTRUSIONS.-_........_ 7
1.13M8" LAMI IG: (1) LITE OF 1f8. OR 3M8" ANNFAL.ED (MIN.) GLASS, 5/18' OR 318' AIRSPACE AND 5M8" LAMI CONSISTING OF (2) UTES OF 1/S' HEAT STRENGTHENED GLASS
CORNER DETAIL .............. 5
ANCHORAGE.....„....„.....» 8-11
WITH AN .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER
J.410117/17 I E fWC20l0CWffCHANGE%'�'•.•.
J.13f18" LAMI IG: (1) LITE OF 1/8" OR 3f18' ANNEALED (MIN.}GLASS, 3118' OR 114" AIR SPACE AND 7M0' LAMI CONSISTING OF (2) UTES OF 3M8' ANNEALED GLASS WITH AN
�
.090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER
�2
',0, •.. Ftot:•oP•''
Fs •..•••
;,,S/ONA
K.13/18' LAW IG: (1) LITE OF 1/8" OR 3/18' ANNEALED (RAIN.) GLASS, 3118" OR 1/4' AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 3MB' ANNEALED GLASS AND (1) LITE
OF 3/18' HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER
PNKO)KKOOMM1I8S,,RFLL9SYWL74
L.13116' LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 3M8" OR 1/4' AIR SPAM AND 7118' LAM[ CONSISTING OF (2) UTES OF 3M8' HEAT STRENGTHENED GLASS
.a,
m1127 -10M
m;0 E
WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER
ctrsaee
FJC L q3
2. CONFIGURATIONS: O_X XO. XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02.
4. ANCHORAGE: THE 33 IMIA STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
P 8
5. SHUTTERS ARE NOT REQUIRED.
Aamptonm No
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4855, FTL4859 AND FTL-5330.
ELOO TEXTRON NOA: 04-0721.01, 03.02.05
ANSUAF&PA NDS-20DS FOR WOOD CONSTRUCTION
1 t I I t t
��`ON( LYNN
ADM -2005 ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING OWE, INCLUDING THE HIGH VELOCITY
1cNS1f
f
AHURRICANE ZONE (HVHZ}
D
_
= ' No.58T05
S. 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 REMAIN UNCHANGED.
STT OF
J.410117/17 I E fWC20l0CWffCHANGE%'�'•.•.
1070TECHWLOWDRWE
�
GENERAL NOTES
ALUM.AIR/ZON7ALROLLER KNDOW, IMPACT
�2
',0, •.. Ftot:•oP•''
Fs •..•••
;,,S/ONA
Jit NMI 0 AMWt60AP710HE76MPBWD +3VTN07E
FJG fDAWFn43W7VN0Ta7aCff&X 870 vEW
PNKO)KKOOMM1I8S,,RFLL9SYWL74
n.
.a,
m1127 -10M
m;0 E
ALYNb¢P6
P"56705
ctrsaee
FJC L q3
112" NOM.
GLASS SITE
60,61,62
118° ANNEALED OR HEAT STRENGTHENED GLASS
080 SOLLITIA OR DUPONT PVS INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
W16" NOM.
5/16" LAMINATED GLASS
Ire NOM.
GLASS BITE
66,67,68,69,70,71 �-
1f" ANNEALED OR HEAT STRENGTHENED GLASS
.080 SOLUTIA OR DUPONT PVB INTERLAYER
1V ANNEALED OR HEAT STRENGTHENED GLASS
6116" LAMINATED
6116" OR 316' AIR SPACE
118" OR 3116" ANNEALED OR TEMPERED GLASS QD
13116" NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI
112° NOM.
GLASS SITE
C3 EXTERIQR INTERIOR [�
(ALL SECTIONS)
3118" ANNEALED OR HEAT STRENGTHENED GLASS
080 SOLUTIA OR DUPONT PVS INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7M8" LAMINATED
7/16" LAMINATED GLASS
112" NOM
GLASS BITE
72,73,74,75,76,77
�J 3M8" ANNEALED OR HEAT STRENGTHENED GLASS
.080 SOLUTIA OR DUPONT PV13 INTERLAYER
3116" ANNEALED OR HEAT STRENGTHENED GLASS
7118" LAMINATED
3116" OR 1/4" AIR SPACE
118" or 3116" ANNEALED OR TEMPERED GLASS QD
13/16" NOM.
13/16" LAMI IG GLASS W/ 7/16" LAMI
QD 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.
PA. egx 9828
NOKONS, R 34274
HMO I Full 1 2 a 11 1 4127-10
M0DUCr PJWMW
as complying w&h the Fundis
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A. 5/1
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C. 5/1
D. 7/1
E. 7/1
F. 7111
awa*
F.K
oa nets i
FA
873V
MAX.
DLO ALL
FIXED
LITES
110" MAX. WIDTH I.F. FRAME
111° MAX WIDTH FLANGE FRAME 1.
DETAIL B - XOX (1/41/2-1/4)
33 9/18° MAX. 33 9118" MAX
DLO FWM DLO VENT
83" MAX
FLANGE
q I FRAME
ALL
s" CONFIG.
MAX
DLO ALL
VENTS 82" MAX
I I.F. FRAME
ALL
CONFIG.
7/18" MAX. WIDTH IF.1
7/18" MAX WIDTH FLANGE FRAME
DETAIL C - XOX (1/3-1/3-1/3)
NOTE:
1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
SEALANT OR GASKET
SAT HEAD AND SILL
F. FRAME PRODUC7REMM
�aiW tl�oFlorida
13 FLANGE FRAME
73" MAX. WIDTH I.F. FRAME ----+-I VIEW D -D
74" MAX WIDTH FLANGE FRAME
(FRAME CORNER CONSTRUCTION) ' * No.537os
DETAIL A - OX OR XO
+ t 167/Ir E NDCHAYGtB71�MMI MUMELEVATIOAiS ,11 %. 8, t b� :`�'��
dR 6=1 d NO I mshmET ' ��p��g��" � r�=-,,•t.. FLUR1vP. ��`;
F1L 4M&W cnow P,o oqX, HORQOWA ROLLER WIAIDOW IMPACT �'�i�,S,s/ONAL •�`
FJC 278108 .t.L caacor�s. �3arra Yhtb� Earter #am AR5 4 d 11 4127-10 E a L 2 j um
MAX I
HEIGHT
FLANGE
FRAME MAx
INTERIOR
i-- MAX. FIXED DLO --I I—
MAX. WIDTH (FLANGE FRAME)
18 SECTION B -B 17
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
�+ MAX FNED DLO —� MAX. VENT DLO —4
MAX. WIDTH O.F. FRAME)
EXTERIOR SECTION /kA
(HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
MAX. VEXr DLO
10 �apNV LYNN ..
10 SECTION C -C 42 SILL HEAD ' *' No.58705
(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) n Q
W
E NOCNANQETt smsET Z 11� �`STA £ OF4070 TECHNOLOGY ORNE lfig� 77ONs•O ArOCHANGE770S81fWr NOKOM�. FL34276 c AODOtlTEQRALFOJ ITEA13a1 a?AND Al�VlEWB voegxtse3 HORIZONTALROLLERNQOW IMPACT ��,`s/ONA4d L Noxowe.R3414 lRa1b�19atar0 /iBli 6 a 11 4127-10 E aLrtirililut P.E.
Tl"P9NN DW(di RLN
ABSCRIPIION
MATL
PGC#
66 OLA
13!16° LAMIIO.1i8"A
3/8"AIRSPA
5/16" LAMI 1/8"A .090PVB,1/8°A
6?
°
13116° I.AMI10-U8°A
.318° AIR SPA
5/16° LAM! ]/8"A .090
U8°
68
°
13116° LAM! ICiI/8°A
318° AIR SPACE,
5116° LAM! U8°HS .090
U8°HS
69
13/16° LAMI 10.3!16°A
5116° AIR SPA
51]6° !AMI 1!8°A 490 P
1!8°A
70
13!16° LAMI KI.3/16°A
IN. 5✓16° AIR SPACE,
SJ16° LAMI 1/8"A .090
118"
71
°
13!16° LAMII03✓16°A
SJ16° AIRSPAC$5/16° LAMI 1/8"HS .090P
1!8°ffi
72
13/16° LAM11G•1/8°A
IAI, ll4° AIR SPAC$ 7116° LAM! 6°A .090
3/16°A
T3
13116" LAM! IG•1/5"A
IAI. I/4" AIR SPACL 7/16° LAM! 16°A, .090
3116°
74
13/16°LAMIIGI/8°A
IN. 1/4' AIR SPA
7116- LAM] 16° .090PVB,3116°H3
75
13/16" LAM! I43/16"A
3116° AIRSPA
7/16° LAMI 16°A .�0
3/16°A
76
13/16" LAMIIO.3/16°A
.3116° AIRSPAC$7/lb°l.AMI X16°A .090PVB,3/16'
77
13116"LAW IO -3116°A
IN. 3/16° AIR SPA
7/16" LAMI 16"H3 .090
3/16°
90
1014
SCREEN FRAME{HOR. &VER.
3105-H14 AL
91
]630
SCRTIEhiCORNERKEYW/RWG3
POLITROP.
92
1631
SCREENCORNERKEYW/OUfRINGS
POL'YPROP.
93
1073
SCREEN SPRING
ST.ST.
94
1624
SCRBFNSPL9NE-.135 DIA. FOAM
BM PVC
95
1635
SCREENSPLINE-.135 DIA. HARD
EM PVC
96
SCREEN
CLOTH
3/16° HS, .090 PVB, 3/16" HS
Tl"P9NN DW(di RLN
ABSCRIPIION
MATL
PGC#
66 OLA
13!16° LAMIIO.1i8"A
3/8"AIRSPA
5/16" LAMI 1/8"A .090PVB,1/8°A
6?
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13116° I.AMI10-U8°A
.318° AIR SPA
5/16° LAM! ]/8"A .090
U8°
68
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13116° LAM! ICiI/8°A
318° AIR SPACE,
5116° LAM! U8°HS .090
U8°HS
69
13/16° LAMI 10.3!16°A
5116° AIR SPA
51]6° !AMI 1!8°A 490 P
1!8°A
70
13!16° LAMI KI.3/16°A
IN. 5✓16° AIR SPACE,
SJ16° LAMI 1/8"A .090
118"
71
°
13!16° LAMII03✓16°A
SJ16° AIRSPAC$5/16° LAMI 1/8"HS .090P
1!8°ffi
72
13/16° LAM11G•1/8°A
IAI, ll4° AIR SPAC$ 7116° LAM! 6°A .090
3/16°A
T3
13116" LAM! IG•1/5"A
IAI. I/4" AIR SPACL 7/16° LAM! 16°A, .090
3116°
74
13/16°LAMIIGI/8°A
IN. 1/4' AIR SPA
7116- LAM] 16° .090PVB,3116°H3
75
13/16" LAM! I43/16"A
3116° AIRSPA
7/16° LAMI 16°A .�0
3/16°A
76
13/16" LAMIIO.3/16°A
.3116° AIRSPAC$7/lb°l.AMI X16°A .090PVB,3/16'
77
13116"LAW IO -3116°A
IN. 3/16° AIR SPA
7/16" LAMI 16"H3 .090
3/16°
90
1014
SCREEN FRAME{HOR. &VER.
3105-H14 AL
91
]630
SCRTIEhiCORNERKEYW/RWG3
POLITROP.
92
1631
SCREENCORNERKEYW/OUfRINGS
POL'YPROP.
93
1073
SCREEN SPRING
ST.ST.
94
1624
SCRBFNSPL9NE-.135 DIA. FOAM
BM PVC
95
1635
SCREENSPLINE-.135 DIA. HARD
EM PVC
96
SCREEN
CLOTH
ffJOM D
2.710
2.02
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DW(�Il2FV DESCRIPTION MATL PGC#
l 4102 A FLAN(EFRAMEHEAD 6063-T6 AL 612237'
2 4025 SASH STOP STD. (ANTI UFT CLIP 6063 -TS AL 612244
3 #8X3/4 PH.PANHFAD 7834AA
4 4053 SASH STOP COVER(SASH STM 6063-T5 AL
6 4136 FLANGEFRAMESIII. 6063-T6 AL 64136
7 4137 SIId.ADAPTOR 6W3 -TEAL 64137
8 4131 ROLLERTRACR 6063-T6 AL 64131
10 71298 WEBPHOLECOVFR POLYPROP. 71298
12 1626 ADHE5IVEOPEN CELL FOAM PAD 7PAD1626
13 4002 A FLANtiEFRAMEJAMB 6063-T6AL 612225
14 4134 GASKETFORMAINFRAMESIId..dO1NT 74134W/K
15 1155 #8X I.OlIO QUAD PN. SMS 781 A
16 4110 G SGREENADAPTOR 6063-T5 AL 641]O<r
17 4054 B FIXEDMEETINGRAIL 6063H!}T6AL 64054A
19 4066 WSTP .157X.230, FIN SEAL 640666
21 4105 SASH TOP & BOTTOM RAII. 6063-T5 AL 612240
22 1683 WSTP .250X.270 BACK, FIN SEAL 616836
23 71.5-1 ROIZFdtHOUSINGBcGUIDE 421121 -ID
24 226 BRASS ROTd IIt WHEHS BRASS 7BRWHL2
29 4128 IiOR]ZONTALROLLERSASH TOP GUIDE POLYPROP. 44128N
32 4006 D SASHMEECINGRAIL 6063HS-T6 AL 646
33 1235 WSTP.,.170 X.270 BACK, FIAT SEAL 67S160
35 1096 LBUIBWFAATHERSTRIP.IVX.275
TCH DIP,CAST 71096
36 1016 H. FI,. SMS 7858
37 4126 RAIL (063 -TS AL 64126
38 1683 X.270 BACK, FIN SEAL 616836
39 7070 75 67070K
40 COVER CAP 74078°C" L OR R
41 4139 LF. FRAMEHEAD 6063-T6AL 64139
42 4140 LF. FRAMESILL 6063-T6 AL 64140
43 4141 I.F. FRAME JAMB 6063-T6 AL 64141
50 GLAZINGSIIdCO -DOW 899,9950R UIVALENT
51 iZIA VINYL GLAZINGBEAD BULMHClg B 6TP247W
52 1225 VINYI.CU.AZINGBBADBULMW B 6TP248K
53 4039 B GLAZING BEAD -5/16" 6063-T5 AL 64039E
54 4044 B GLAZIAIGBEAD-5/16" W/OR]LLKIT 0963-T5 AL 644703
55 4222 A QAZINGBEAD-7/16" 6063-T5 AL 64222
56 985 C CiLAZINGBEAD -7116" W/GRIId.KIT 6063-T5 AL 6985
59 4067 GLAZINGBEAD-13/16° 6063-T5 AL 64067
60 SS 5116° LAM! U8° A, .090 118" A
6I ° 5/16" LAMI 1!$` A,.090PVB 1/8" HS
62 ° 5116" LAMI U8° HS, .090 PVB, US" HS
63 7/16° LAM! 3/16° A,.090 PVB, 3116" A
64 7/16` [AMI 3116° A,.090 3/16" HS
65 7/16° LAW
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WCHOR QUANTITIES, XOX (114-1/21/4) WINDOWS TABL
GLASS TYPES A,B,C.G,H,I GLASS TYPES D.E,F,J.K,L
AN=R TWE 2.3. WOOD I 2, C ONC 1 1. COIL 2,3. WOOD I $ CONC 1. CONC
WINDOW SIZE HEAD & SU
V H
63.125 x 38.375 1+C*41+C2+1
48.000 1+C2+1+C2+1
80.626 1+C2+1+C2+.1
64.000 1+(2+1+1:2+1
50.000 1+C2+1+C2+1
83.000 1+C2+1+C2+1
60.000 x 38.375 1+C2+1+C2+1
48.00D 1+C2+1+C2+1
50.625 1+C2+1+C2+1
54.000 1+C2+1+C2+1
60.00D 1+C2+1+C2+1
63.00D 1+02+1+C2+1
74.000 x 38.375 1+(2+2+C2+1
48.000 1+02+2+12+1
60.826 1+C2+2+12+1
54.00D 1+(2+2+C2+1
6D.000 1+C2+2+(2+1
63.000 1+(2+2+12+1
84.000 x 38.376 1+12+2+C2+1
48.000 1+C2+2+C2+1
50.101 1+C2+2+02+1
54.000 1+12+2+(2+1
80.000 1+C2+2+C2+1
83.000 1+02+2+C2+1
10&375x 38.375 1+C2+2+02+1
48.000 1+(2+3+(2+1
50.825 I+C2+3+02+1
54.000 1+C;3+3+CS+1
80.000 1+C3+3+C3+1
63.0DO 1+C3+S+C3+1
111.000 x 38.375 1+02+3+(2+1
48.000 1+(2+3+(2+1
60.625 1+C2+3+(2+1
64.000 1+C3+3+C3+1
80.1D0 1+C3+3+03+1
63.000 1+03+3+C3+1
HEAD & SILL ISI HEAD & SILL 151 HEAD & SILL 151 HEAD & SILL 151 HEAD & SILL
1+C2+1+C1+1 2 1+C2+
1+C2+1+C1+1 3 1+C2+
1+02+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+02+1
1+C2+1+(2+1 2 1+C2+1+C2+1
1+C2+1+C2+1 31 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2F1 3 1+(2+1+C2+1
1+C2+1+02+1 3 1+C2+1+C2+1
1+C2r2+C2+1 2 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1
1+(2+2+(2+1 3 1+C2+2+C2+1
1+(2+2+02+1 3 1+C2+2+C2+1
1+(2+2+C2+1 3 1+C2+2+02+1
1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1
1+C2+2+C2+1 3 1+C2F2+(2+1 3 1+C2+2+C2+1
1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+t2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1
1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+C3+2+C3+1
1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1
1+(2+2+C2+1 3 1+C2+3+C3+1 3 1+C3+3+C3+1
1+02+2+(2+1 3 1+03+3+C3+1 3 1+C3+3+C2+1
1+C2+2+(2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1
1+C2+2+C1+1 3 1+C4+3+04+1 3 1+04+3+04+1
1+(2+2+(2+1 3 1+04►3+04+1 3 1+C4+3+C4+1
1+C2+2+(2+11311+C3+3+C3+1
1+C2+2+02+1 3 1+C3+3+C3+1
l+C2+1+02+1
1+C2+2+C2+1
1+C2+2+C2+1
1+(2+2+(2+1 3 1+C2+2+03+1
1+C2+2+C2+1 2 1+C2+3+C2+1
1+(2+2+C2+1 3 1+C3+3+C3F1
NOTES:
1. ANCHOR TYPES:
1-114" ELCO TAPOONS 2 -114' ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (GS)
2. GLASS TYPES
A. 6116' LAMI - (1B' A„08Q 1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30
FT. GLASS TYPES 0 - L SHALL HAVE A
B. 6/16' LAMI - (118' A,=. 1/8° HS) LAMI - (1B' HS
OK 080,1/8' HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND
D. 7118' LAMI - (3118' A,.090, 3116' A)
C. MS' „ ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7/16° LAMI - (3116' A,.090, 3116' HS)
F. 7116° LAMI - (3116" HSM, 3116' HS)
G. 13116' LAMI IG -1/8' OR 3116" A (MIN.), 06' OR 318' SPACE, 5118' LAMI - (1/8' A,.000,1/8'A)
H.13118' LAMI IG -1/8" OR 3110'A (MIN ), 6/18' OR Ur SPACE, 6116' LAW - (1ff A,.090, lA8' HS)
I. 13116' LAMI IG -118' OR 3116' A (MIN. 5116' OR 3/8' SPACE, 5/16' LAM! - (V8' HS„080,118' HS)
J. 13116' LAMI IG -118' OR 3116' A (MIN.), 3/18' OR 1/4' SPACE, 7116' LAMI - (3118' A,.090, 311(' A)
K.13/16' LAM] IG -118' OR 3/16'A (MIN.), 3116' OR 1/4' SPACE, 7118' LAW - (3116' A„090, 3/1(' HS)
L. 13116' LAMI IG -118' OR 3116' A (MIN.), 3/16' OR 114' SPACE, 7116' LAW - (3118' HS..090, 311(r HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
25 3/4' MAX. FROM CORNERS.
JAMBS: W MAX. FROM CORNERS AND 221/2' MAX. O.C.
TABLE KEY:
X O K
1+C3+4+C3+1 3 [--ANCHOR QUANTITY PER JAMS
HEAD AND SILL ANCHOR QUANTITY.
A CLUSTER OF (3) ANCHORS CENTERED
AT EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (4) ANCHORS AT FIXED SECTION.
(12) ANCHORS TOTAL AT HEAD AND SILL
(3' MIN. O.C. ANCHOR SPACING)
1+02+2+(2+1 3 1+C4+3+C4+1 3 26 3/4' =x.
1+C2+2+C2+1 3 1+C4+3+C4+9 3 L 1--W MIN.
1+(2+2+02+1 3 1+C4+3+C4+1 3 Ir REF. X O X
1+02+3+02+1 2 1+C2+4+C2+1 2 41
YRODtiCI' RliY15BD
1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG. RAIL, TYP. as iding�u,wlOm:
1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
1+C3+3+C3+1 s 1+C4+4 04+1 3 (SHOWN IN TABLE KEY ABOVE)
4
26 314' MAX.
11/2'TYP.
9" REF. X O X
1 C It
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
oTEcmoUmycRw
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BSUBSTRATE I TONES ZONES ZONES ZONES ZONES ZONES
WINDOW sME HEAD & SILLit HEAD & SILL HEAD & SILL � HEAD & SILL HEAD & SILL � HEAD & SILL
w v
48.000x38.375 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+(2+1+C2+1 2
48.OW 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
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
54.000 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
60.WG 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
63.0W 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3
83.125x 38.375 *I+C2+1+C2+1
2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
48.000 3 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+CZ+1 3
60.825 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ +1+C2+1 3 1+(2+1+C2+1 3
54.000 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C2+1 3
60.000 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+CS+1+p+ll 3
60.000x 38.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+q+1 3 1+C2+1+C2+1 3
50.825 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1'3 1+C2+1+(2+1 3
64.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1K) I+C2+1 3l1+03+1+03+1 3
80.000 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1tC2+1 3 1+C2+1+02+1 3 1+(2+1+(+1 3 1+C3+1+03+1 3
63.000 1+C2+1+02+1 3 1+C2+1+12+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3
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
60.825 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3
54.000 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+02+1+C2+1 3 1+C3+1+C3+1 3
80.W0 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+CL+1 3 1+C3+1+03+1 3
48.000 1
W.625 1
64.000 1
60.000 1
63.000 1
x 38.375 1
48.000 1
10.825 1
54.OW 1
60.000 1
63.000 1
x 38.375 1
48,000 1
50:828 1
54.000 1
so.ow 1
63.000 1
2 1+02+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+t 2 1+02+1+(x+1 2 1+(�+1+C2+1 2
311
1+(+1+C2+1 3 1+C2+1+C1+1 3 9+C2+1+02+1 3 1+02+1+C2+1 3 1+C3+t+p+1 3
3 1+C2+1+C2+t 3 1+02+1+C2+i 3 1+(2+1+02+1 3 1+C2+1+C2+1 3 1+p+1+C3+i 3
3
2
3
3
3
3 L1+p+9+p+1 � 3 1 1+p+1+p+1 1 3 � 1+02+1+02+1 � 3
3 1+p+1+C3+1 3 1+03+1+03+1 3 1+C2+I+C2+1 3
3
3 1+C2+1+C1+1 3
2 1+C2+1+C1+1 2
3 1+C2+1+C2+1 3
3 1+C2+1+C2+1 3
3 1+C2+1+C2+1 3
3 1+C241+•C2+1 3
3 1+02+1+CZ+1 3 1+C2+1+C2+1 3
3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
3 1+C3+1+C3+1 3 1+C2+1+C2+1 3
3 1+CS+1+C3+1 4 1+C3+1+p+i 3
3 1+C3+1+C3+1 4 1+C3+1+p+1 3
2 1+02+1+C2+1 3 1+C2+i+C2+1 2
3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
3 1+C3+1+C3+1 3 1+C2+1+C2+1 3
3 1+p+1+C3+1 4 1+C3+1+C3+1 3
3 1+03+1+03+1 4 1+C3+1+p+1 3
1070 TECHNOLOGY ON
om NOKOMM,FL34275
ANCHOR CAP. AD C P.O. "XFL9421
NOKOMIB. 520
i4
3
3
3
NOTES:
I. ANCHOR TYPES:
1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5)
2. GLASS TYPES: Op
A. 6118" LAW -(IV A,090, IV A) FOR INSTALLATION IN THE HVHZ ABOVE 30
S. 5118' LAMI - (118" A,.090, VB' HS) FT. GLASS TYPES G - L SHALL HAVE A
C. 6✓1S' LAM[ - (1/8" HSA20,1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
D. 7/16' LAMI - (3/1G' X.090.3MIV A) ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7/18' LAMI - (3MG- A,=, SMW HS)
F. 7/18- LAN - (3/1(' HS,090. 3/10' HS)
G. 13118" LAMI IG -1/8' OR 3(10'A (MIN.), 51.10' OR 318° SPACE, 6/18' LAMI - (1/8" A,090,1/8' A)
H. 13116' LAM[ 1G -118" OR 3110' A (MIN.), 5118" OR 3l8' SPACE, NIS' LAMI - (IW A,090,1ff HS)
1. 13110' LAMI IG -11W OR 3116'A (MIN.), 5118" OR 318' SPACE, 6115" LAN -(118' HS,.090,118" HS)
J. 1311W LAMI IG -118" OR 3118' A (MIN.), 3118' OR 1/4" SPACE, 7110" LAND : (3/18" &= 3110' A)
K. 13/18" LAMI IG -1/8' OR 3118' A (MIN.), 3/16' OR 114' SPACE, 7110' LAM] - (3/1(' A,080, 3118- HS)
L. 13118' LAMI IG -1/8' OR 3110' A (MIN.), 3110" OR i/4" SPACE, 7/18" LAM - (3(10" HS..090.3/18' HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE
HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE
253/4" MAX. FROM CORNERS
JAMBS: 9" MAX. FROM CORNERS AND 22112' MAX. O.C.
TABLE KEY:
X O X
1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB
HEAD AND SILL. ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FIXED SECTION.
(8) ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
25 314" MAX
F--3" MIN
V REF. X O X
MTG.. TYP. — — —pRwucir
asonuoyirawattovwb
RAILEXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS n No
(SHOWN IN TABLE )EY ABOVE) !
3
25 314" MAX.
4
ill' TYP.
3n ��
11 I 1111
��� �( LYNN 41/
2
3 9'REF. X O X
3
* ' No. 58705
4 MTG. RAIL, TYP.
4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
,pp . F •: ���
ANCHORAGE SPACING XOX 113-1/3-1/3
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
ALIE`Iftkv`•
Lieo� P�
9ttgr
'4127-10
HR7toI NTS 9 m 11 1 E
ANCHOR QUANTITIES
XO & OX WINDOWS
TABLE 6
NOTES:
1 ANCHOR TYPES:
1 -1/4' ELCO TAPCONS 2 -1/4" ELCO 864 CRETE -FLEX 3-#12 STEEL SCREWS (G6)
2 GLASS TYPES:
A. 6116' LAM1- (118' A M,1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. 6118' LAM[ -(118"& .080,1/8" HS) FT. GLASS TYPES G - L SHALL HAVE A
C. 611W LAMI - ('I/8' HS,.090.118° HS) TEMPERED I.G GLASS CAP. BOTH' OP AND
D 7/18° LMA[ - (3118" A.M. 3M8` A) ANCHOR QUANTITY REMAIN UNCHANGED.
E 7/18" LAM[ - (3118• A,.080, 311W HS)
F. 7116' LAMI - (3118" HS,M, 3MW HS)
G. 13118• LAMI 10 -118° OR 3118" A (MIN.), 6116" OR 3/8" SPACE, 6118' LAMI - (1B' A,.090,11W A)
H.13116" LAMI IG-118.OR 3118" A (MIN.), 6118" OR 318° SPACE, 6118' LAMP - (118° A,.090,1A' HS)
1. 1311V LAM[ 10 -118" OR 3118" A (MIN.), 6118" OR 3W SPACE, 6116' LAMI -(118' HS,.080.18" HS)
J.13118' LAMI IG -118' OR 3118' A (MIN.). 3116' OR 1/4" SPACE, 7118" LAMI- (&W A,.090, 311(" A)
K. 13M8" LAMI IG -118" OR 3M6' A (MIN.), 6116' OR 114" SPACE, 7/18' LAMI - (3/16" A,.080, 3118" HS)
L. 13/16' LAMI IG -1/8" OR 3116" A (MIN.), 3116- OR 1/4 -SPACE, 7118' LAMI - (3M8" HS..OBO.311(" HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAL CENTERLINE.
18 614" MAX. FROM CORNERS.
JAMBS: 81 MAX FROM CORNERS AND 22112" MAX. O.C.
TABLE KEY: O X
2+C3+2 3 ANCHOR QUANTITY PER JAMB
HEAD AND SILLANCHOR QUANTITIES
C OF RS
CENTERED ON THE. MEETING RAL
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL.
(3- MIN. O.C. ANCHOR SPACING)
�16 314" MAX.
-. r 1--3- MIN.
8" REF. O
T PRODUCTSEMED
MTG-RAL Buoovlyftwubtim»de
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A14-04
(SHOWN IN TABLE KEY ABOVE)
naimado
18 aW MAX.
1 1/2" TYP.
1. 3• MON,\ t t I I 1
���,,Or1Y LYNN
r X
1 = RAIL No.58705
_ t
1 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS�-►;
;'•. i j�
ANCI'IORAGBSPACING, OXANDXOWINDOWS iM. ��'' OR10p.•' G
s� ......... .
ALUM HORIZONTAL ROLLER WINDOW IMPACT �' s ONAL �•\,
_
y Bett4e F017f0 NT3 t0 a 11 4127-70 E A L Mlr' �? PF
ANCHOR TYPE
& SUBSTRATE
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,U K, L
2,3, WOOD 2, CONIC 1, CONC 2,3, WOOD 2, CONC 1, CONC
ZONES ZONES ZONES ZONES ZONES ZONES
WINDOW SIZE
W V H
j 2
i coN N to N to
°6 -I °6 °6 -a "6 -� °6 °6
37.000x 36.375
48.000
60.625
54.040
60.000
63.000
1+C2+9 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+92+1 2 1+C2+1 2
1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
48.000 x 38.375
48.000
50.625
54.000
80.000
63.000
1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2
1+C2+1 3 1+C2+9 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+92+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+93+1 3
1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3
1+0+1 3 1+(2+1 3 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 1+C3+1 3
53.125x 38.375
48.000
50.625
64.000
60.000
63.000
1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2
1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+C3+1 3 1+92+1 3 1+C3+1 3 1+93+1 3 1+92+1 3 1+C3+1 3
1+C3+1 4 1+92+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1 1+C3+1 3
7+93+1 4 1+93+1 3 1+94+1 3 1+C3+1 4 1+C3+1 3 1+04+1 3
60.000 x 38.376
48.000
50.626
54.000
.00
600
03.000
1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2
1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3
1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3
1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3
1+C3+1 4 1+93+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4
1+C3+1 4 1+C3+1 3 2+C4+2 4 1+0+1 4 1+C3+1 3 2+C4+2 4
66.000 x 38.376
48.000
60.625
54.000
60.000
63.000
2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3
2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3
2+C3+2 4 1+432+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3
2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+132+1 3 2+C3+2 4
2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4
1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4
74.000 x 38.375
48.000
60.625
54.000
60.000
63.000
2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 2 2+02+2 3
2+133+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4
2+C3+2 4 2+C24-2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4
2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4
2+03+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4G'
2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 12+C4+21 6
.L.L 18HW/11
E NO CHANGE 7HIS SHEET
D AODEDK+cAFTi7BETEA ED +9�TNOTE
c CH0.rA8LE#7OF&8E1.£CrIo%W98DUETOANCWRcAp
�
JJ 3i1610B
to�oTficruaoLa+vowvS
NOxOMte Fl 34178
PA.13�:im
r MMMS. R. ware
Jw 1
FX 408,07
a-*
J6 ?!2$/08
7
T9db
I 314° MIN. E.D. TYP. 2x WOOD BUCK,
MIN. R KSI NOTE 3.
CONCRETE .. .
' - NOTE 1
1x WOOD
BUCK, I
NOTE 3
1/X MAX.
SHIM
CONCRETE WOOD
ANCHOR ANCHOR,
NOTE 1 DETAIL A NOTE 2 DETAIL. B
TYPICAL FLANGE FRAME HEAD SECTIONS
1 /4'
SHXX
1� 114" MAX. SHIM --�I
CONCRETE
WOOD P
ANCHOR
MAX.
SHIM
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MUNI -DARE COUNTY APPROVED 1/4' ELCO
TAPCONS EMBEDED 1319" MIN. OR 114° SS4 CRETE -FLEX EMBEDED 131V MIN.. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 13W. FLATHEAD ANCHORS MUST BE #12 TRIdFIT HEAD.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 114' S84 CRETE -FLEX WITH
#12 TRIMFIT HEAD.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 11/2°. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4, FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-75 AND A MINIMUM
OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SI'E TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A
#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.
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
1 114° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
(1.6 KSI CMU)
OR
PER NOTE 1
(3.4 KSI CONCRETE)
NOTE 2 NOTE 1 1 3µ• EXTERI INTERIOR
AIN. E.D (H 1 SLL.LDETAILS A. B. C, D, Ii H)
TYP.2x WOOD BUCK, NOTE 3 1x WOOD BUCK. NOTE E'v.,
SEE NAIUNI
INTERIOR
DETAIL E DETAIL F (JAMB DETAILS E. F & I)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
V
CONCRETE WOOD
ANCHOR ANCHOR,
NOTE 1 A T NOTE 2
1/4' 114'
MAX. MAX.
SHIM SHIM
T
NOTE 1 1MIN.
` 1 314' MIN.
MIN. 3.4 KSI E.D. TYP. �`• i'.
CONCRETE 2x WOOD
DETAIL C BUCK. - DETAIL Ds '
NOTE 3
NOxOMiB, R 34276
NOKOMIS. R342
P.O.7 1828
74
SEE
NAILING
DETAIL H (HEAD)
NAILING
.131 DIA• MIN. x 212" NAIL
AT CORNERS AND 5' O.C.
TYPICAL DETAILS G, H & I.
I
DETAIL G (SILL) DETAIL I (JAMB)
TYPICAL INTEGRAL FIN FRAME SECTIONS
— ANCHORAGE DETAILS
MW � Half 11 - 11 1 4127-90
gAy(L NAI
*' N0.58705 '*'
�&.TI f'l' F
i��S••
A LYNN �RLER RE
P.E986766
a t
I
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SIV 26 Street, Room 208
T(786)315-2590 F(786)315-2599
w-w%miamidade.mov/economy
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 RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements ofthe 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- "CA -740" Outswing Aluminum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740 LM, titled "Casement Window Details — LM &
SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami—Dade County Product Control Section.
f SILE 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 fled 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 ofthe Building Official.
This NOA consists of this page I and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NilAiMi DADE COUNTY
NOA No. 12-1218.09
Expiration Date: April 11, 2018
Approval Date: April 11, 2013
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM",
sheets 1 through 10 of 10, dated 08/08/12, 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series CA740 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, dated December 10,
2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated December 10, 2012, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by
Manuel Perez, P.E.
G. OTHER
1. None.
ManuelPer
Product Control Ex m r
NOA No. 12- .09
Expiration Date: April 11, 2018
Approval Date: April 11, 2013
E-1
GENERAL NOTES: SERIES 740 IMPACT -RESISTANT
CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVF2, THE
OUTBOARD LITE (CAP) MUST TEMPERED
3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4.
4) ALL WOOD SUCKS LESS THAN 1.112' THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/'THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON
TABLE 3, SHEET 4. NARROW JOINT SEALANT S USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALING/FLASHING, STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICI£NTLYANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:-
A.
RESSURES:A NEGATIVE DI MON LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
& POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAIJ
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-7005, 3678, 3880, 3724; ELCO ULTRACON
NOA; ELOO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL
TABLE 1:
Glass Types
Street #
1 6116' Lam! 118 An -.000° PV13-118 An
6
2 7116' Lams 18 An -.099 SGP - 3116 An)
6
3 7118" Lams 18 HIS -.OW SGP - 3116 HS)
7
4 7Ar Lam!. IG 118' An - 7118' AU -11S" An -0W 07VB -118° An
6
6 718'La'-! 1/8"T-7H8"Air-11VAn-.OWPVB-1/8"An
8
6 VIP Lami. ICG 1 An -114" Air- 3110' An -.090';;- 3116" An
9
7 718" . ICG (3118' An - IX Air - 3118' HS -.OW _31 ,6.
3116° HS)
7
S 718" Laml. IG 8' T -1W Air - 3116• An -.OW SGP - 3116' AnU
9
9 718' Land. IG 8" T - 1/4' Air - 3118' HS -.090 SGP - 3U18` HS
7
WrLAMLNATED
GLASSSTA<7f
lwzmpwmummTml IMPACT RATING
VARIES, RATED FOR LARGE & SMALL 1a8'APA9ALED
SEE SHEETS 8.9 MISSILE IMPACT RESLSTANCE Glass
3T'WIDTH !
26.478" MAX.0.0.11WIDTH IS
UNDER 33.478' (HEAD & SILL
4' MAX lsl 1
R. SEE SHEET 2
A
89'
VISIBLE
LIGHT
HEIGHT
(DLO)
1
TW LANNAIM
GLASS STACLL
3n8'ANNEAUMOR
—tWANNEALED
GLASS. GIAS9
11119' GLASS BITE ` 11f1B' GLASS BITE
,T
Qq'_/ '=r
NI
11W ANNEAL]
GLASS TYPE 1
GLASS TYPES 2 & 3
171/,
USEANCHOR
-------------
TW LANNAIM
GLASS STACLL
3n8'ANNEAUMOR
—tWANNEALED
GLASS. GIAS9
11119' GLASS BITE ` 11f1B' GLASS BITE
,T
Qq'_/ '=r
(F�-' v
11W ANNEAL]
GLASS TYPE 1
GLASS TYPES 2 & 3
171/,
USEANCHOR
MAX
A, SEE O.C.
SHEET2 y
1
710'NOti
GLASS—
7AiNOLt
SJIB'LAtSINATEO GLASS—
GLASS STA.
7118'SM9NATE0
O1A838TACK
JAMS IF
�r
/.NS-ANNEALEDGLASS
CERT. OF AURH. /29296
^\ 3/8•ANNEALEDO
6' MAX.
711TAR
O.C.
11W ANNEAL]
* ' N0.58705
TEMMED I
USEANCHOR
PAIR AT EACHL!'
M0
JAMS IF
�r
HEIGHT IB
CERT. OF AURH. /29296
28' OR OVER
3
78'
HEIGHT
B 14-112' MAX. O.C. P WIDTH IS
4' MAX• MAW & OYER (HEAD & SILL)
3M VISIBLE
OPENING (DLO)
TYP. ELEVATION OF
CASEMENT WINDOW
GENERAL NOTES......_________.1
ELEVATION............_........ 1
GLAZING DETAILS.....__.....»...........1
INSTALLATION......»»..». 2
ASSEMBLY TUB DETAILS..........» 3
ANCHOR SPECIFICATIONS..____. 4
ANCHOR OUANTTnES.___...........» 4
DESIGN PRESSURES__...........».... 6.9
ASSEMBLY DETAILS160M.»»»»»_ 10
1/4'
118•ANNEALEO I 3/10-ANNEALEDOR
-GLASS HFAT3TREN07HENE1
11!18' GLASS BITE 11118.OLA63 BITE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
7AY Nmt
GLASS STAM 1— - 1 m0' 1111 S SIAC GLASS BTAdt
aNY LYNN Q, ",��i
`
* ' N0.58705
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%�.t�'•
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1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
0�Ai-L,tt�
P.O. BOX 1529
NOKOMIS• FL 34274
CERT. OF AURH. /29296
A LYNNreRLER P.E.
P.E.G eB705
GLASS TYPES 8 & 9
r
GLASS
FlorridB ay "IRNYIngvAtLam
Dog
Oto
All 1w
67
i
GLAZING DETAILS I J ROSOWSKI I
>EMENT WINDOW DETAILS - LM & SM 08/08/12
Awd, Scw. Sheet OrarinB No. Rer.
CA -740 NTS 1 OF 10 MD-CA740-LM
INSTALLATION
OPTION 1 EDGE
NSTALLATIONANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER 2
TABLE 3, SHEET
a
35-37
ATTACHED TO
FRAME JAMB
s�ffi
EXTERIOR
ATTACHED TO r
VENT JAMB L
WINDOW 81
HEIGHT
VISIBLE 14
LIGHT
HEIGHT
(OLD)
ATTACHED TO
FRAME JAMIE
ATTACHED TO
VENT JAMB
38
EDGE DISTANCE
EMBEDMENT
t
JAMB
HARD-
WARE
TYP.ANCIHOR
TYPE,
EMBEDMENT -
AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE 3,
SHEET 4.
SUCK
HEIGHT
TO FRAME
JAMB
CONCtETE(CMU
PERANCHOR
REQUIREMENT
INSTALLATION
OPTION 2
01STALLATION ANCHORS
DIRECTLY INTO MASONRY.
U4- MAX
SHIM
ATTACHED TO
BUCK WIDTH
EDGE
DISTANCE
82 82 ATTACHED TO VENT SILL
EMBEDMENT I 24 VISIBLE LIGHT WIDTH (DLO)
70 FOR SNUBBER REQUIREMENTS.
CFF TART F d_ SHEET d_
OPTIONALADDON
FLANGE @ HEAD.
SILL & JAMBS
SEE DETAIL
NOTES: Al. BELOW
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
2)ALL WOOD BUCKS LESS THAN 1-12'
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE
TO
WINDOWWIDTH
HORIZONTAL SECTION A -A
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL
r
11
a#12 STEEL.
SELF -DRILLING
—$MLS. SEE TABLE
3, SHEET 4.
DADEAPPROVED
MULLION, ALUMINUM,
STEEL FRAMING OR
-71 STEEL STUD.
EXTERIOR
lu
EGRESS FORMULAS:
WIDTH, WASH HINGE: WINDOW WIDTH -13-12
woof the Fmm Asamay Tubb A
NOTES:
WIDTH. EGRESS HINGE: WINDOW WIDTH - 742
;a
–Tr -22.R 0 1 0
1) WHEN INSTALLING
COMBINATION UNITS,
ADDITIONAL INSTALLATION
HEIGHT: WINDOW HEIGHT -8
VISIBLE LIGHT FORMULAS:
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL
r
11
a#12 STEEL.
SELF -DRILLING
—$MLS. SEE TABLE
3, SHEET 4.
DADEAPPROVED
MULLION, ALUMINUM,
STEEL FRAMING OR
-71 STEEL STUD.
EXTERIOR
lu
EGRESS FORMULAS:
WIDTH, WASH HINGE: WINDOW WIDTH -13-12
OPTIONAL UNIT MAY BE INSTALLER
DIRECTLY TO SUBSTRATE. WOOD BUCKS --..-� �-+— t0' MAX
DEPICTED AS 2X ARE 1-12` THICK OR SEE DETAIL A2, BELOW
GREATER. IX AND 2X SUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE I
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER .
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 114•.
9b 18
DETAIL
Al
INSTALLATION OPTION 3 VERTICAL SECTION B -B
INSTALLATION ANCHORS THROUGH
1X SUCKSTRIP INTO MASONRY.
LYNAf
�� �'�� •' �,ICENSF'•4F,p �
*' No. 58705 '
:�'o' u B A t8 t ; •'w�
A LYNry afaJ.ER P.E
o caRame
AddWOWAaduus Requbed-each
woof the Fmm Asamay Tubb A
NOTES:
WIDTH. EGRESS HINGE: WINDOW WIDTH - 742
–Tr -22.R 0 1 0
1) WHEN INSTALLING
COMBINATION UNITS,
ADDITIONAL INSTALLATION
HEIGHT: WINDOW HEIGHT -8
VISIBLE LIGHT FORMULAS:
30- MAX.
ANCHORS MAY NEED TO BE
INSTALLED THROUGH THE
WNDOW FRAMES AT 10` MAX.
WIDTH: WINDOW WIDTH - 7
HEIGHT: WINDOW HEIGHT - 7
u.
Helpht A S, C & D
FROM EACH SIDE OF THE FRAME
23•-2LV 0 1
28•a 1 1
ASSEMBLY TUBE CENTERLINE.
�(
SEE TABLE BELOW.
OPTIONAL UNIT MAY BE INSTALLER
DIRECTLY TO SUBSTRATE. WOOD BUCKS --..-� �-+— t0' MAX
DEPICTED AS 2X ARE 1-12` THICK OR SEE DETAIL A2, BELOW
GREATER. IX AND 2X SUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE I
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER .
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 114•.
9b 18
DETAIL
Al
INSTALLATION OPTION 3 VERTICAL SECTION B -B
INSTALLATION ANCHORS THROUGH
1X SUCKSTRIP INTO MASONRY.
LYNAf
�� �'�� •' �,ICENSF'•4F,p �
*' No. 58705 '
:�'o' u B A t8 t ; •'w�
A LYNry afaJ.ER P.E
o caRame
AddWOWAaduus Requbed-each
woof the Fmm Asamay Tubb A
u
WMdav Anchor Hype
WwIh A I S. C& D
–Tr -22.R 0 1 0
23'-2&r 0 1
a
WItdav AndlorTm
u.
Helpht A S, C & D
lr-22.8' 0 0
23•-2LV 0 1
28•a 1 1
B
Revlsed W. Oete: Revlatoe: 71
CROSS SECTIONS & INSTALLATION
laith 1ho
J ROSOWSKI
1070 TECHNOLOGY DRIVE ?We.
N. VENICE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08108/12
P.O. BOX 1529
NOKOMIS, FL 34274 Series/AlodeL•SN Shaetr 'MD Na Rav:
CERT. OF AUTH. #29295 CA -740 NTS 2 OF 10 -CA740-LM
CASEMENT(X)
HEIGHT
��
WINDOW I _
WIDTH
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHORTYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET 4.
3) FROM SHEETS ", FWD THE
SHEET FOR YOUR LASS TYPE.
FIND THE PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED IDESIGNPRESSURE
(PSF) FOR SINGLE INMOM ALL
ANCHOR GROUPS
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FOR SIZES NOT
SHOWN. ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
6) USING THE TABLE LABELED
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET 2.
CASEMENT / CASEMENT (XX) ALINING / CASEMENT / FIXED CASEMENT (XXO)
1 �-- 10', SEE NOTE 7. THIS SHEET
FIGURE 2: 740 SERIES
AWNING
/ C C \ / WINDOW
D FRAME
7r]
..._.•�•
�!`� W _....- ASSEMBLY
W
TIME
10', SEE NOTE 7,
THIS SHEET
740 SERIES /
l�h -CASEMENT OW
740 I 740 / —ESERIES FRAME SERIES FRAME
CASEMENT ASSEMBLYCASEMFM ASSEMBLY
WINDOW TUBE WINDOW / ►E TUBE
! `740 SERIES
I f FIXED WINDOW' 1� /
/ \ •SEE PRODUCTS NOA FOR
INSTALLATION SPECS
\ / 740 SERIES 740 SERIES
AWNING CASEMENT
WINDOW WINDOW
MIN. # 12 X 1' SMS
THROUGH FRAME
INSTALLATION HOLES FRAME ASSEMBLY
ASSEMBLY TUBE
/ TUBE
MIN. 012X 11 SMS
THROUGH
S
740 SERIES TSMS 2X
1' SMS
THROUGH
I CASEMENT INSTALLATION
INSTALLATION WINDOW HOLES
HOLES
740 SERBS 740 SERIES
CASEMENT EXTERIOR FRAME ASSEMBLY CASEMENT 740 SERIES
WINDOW _('� WINDOW
�/ TIME EXTERIOR EXTERIOR FIXED
CASEMENT
HORIZONTAL SECTION C -C a a - WINDOW
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION D•D VERTICAL SECTION E -E
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4.
2) FROM SHEETS 1:0, FIND THE SHEET FOR YOUR GLASS TYPE.
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED IDESIGN PRESSURE (PSF) FOR WINDOWSATTACHED TOA VERTMAL FRAMEASSEMBLYTUBE' OR RESIGN
FRESSURE(PSI-) FOR IMNDOMATTACHED TOA HORIZONTAL FR4W ASSEMBLYTURE-. DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP.
FOR SIM NOT MOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
4) USING THE TABLE LABELED 'W MINANCHORS REQUIRED' (TABLE 2. SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF
YOUR WINDOW.
6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE
SHEET 2L AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET}
1) DIMENSIONS SHOWN ARE
TIP -TO -TIP DIMENSIONS FOR EACH
INDIVIDUAL WINDOW. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLES.
2) ANY 740 -SERIES PRODUCT
(CASEMENT, AWNING OR FIXED
CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE. FOR
ALL WNDOM, USE THE WINDOWS
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
3) ALL WINDOWS IN THE
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
4) FRAME ASSEMBLY TUBE TO BE
FASTENED TO WINDOW. AS SHOW IN
DETAILS, WITH MN. #12 X V SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
OPPOSITE FRAME MEMBER
5) THE FRAME ASSEMBLY TUBE MAY
NOT EXCEED Or IN LENGTH (AS USED
IN A 63' FLANGED WINDOW) OR BE
USED IN TEE OR CROSS
CONFIGURATIONS.
6) THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CLIPPED TO
THE SUBSTRATE. ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
7) FOR ALL COMBINATION UNITS,
ADDITIONAL INSTALLATION ANCHORS
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMES AT
10' MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE
CENTERLNE. SEE TABLE BELOW:
Addithmal Anchm Ra Wred on oaoh
Silo otthe kame AseeMWy TWW (FAT)
n
740 SERIES
CASEMENT
EXTERIOR
WINDOW
n
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHORTYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET 4.
3) FROM SHEETS ", FWD THE
SHEET FOR YOUR LASS TYPE.
FIND THE PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED IDESIGNPRESSURE
(PSF) FOR SINGLE INMOM ALL
ANCHOR GROUPS
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FOR SIZES NOT
SHOWN. ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
6) USING THE TABLE LABELED
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET 2.
CASEMENT / CASEMENT (XX) ALINING / CASEMENT / FIXED CASEMENT (XXO)
1 �-- 10', SEE NOTE 7. THIS SHEET
FIGURE 2: 740 SERIES
AWNING
/ C C \ / WINDOW
D FRAME
7r]
..._.•�•
�!`� W _....- ASSEMBLY
W
TIME
10', SEE NOTE 7,
THIS SHEET
740 SERIES /
l�h -CASEMENT OW
740 I 740 / —ESERIES FRAME SERIES FRAME
CASEMENT ASSEMBLYCASEMFM ASSEMBLY
WINDOW TUBE WINDOW / ►E TUBE
! `740 SERIES
I f FIXED WINDOW' 1� /
/ \ •SEE PRODUCTS NOA FOR
INSTALLATION SPECS
\ / 740 SERIES 740 SERIES
AWNING CASEMENT
WINDOW WINDOW
MIN. # 12 X 1' SMS
THROUGH FRAME
INSTALLATION HOLES FRAME ASSEMBLY
ASSEMBLY TUBE
/ TUBE
MIN. 012X 11 SMS
THROUGH
S
740 SERIES TSMS 2X
1' SMS
THROUGH
I CASEMENT INSTALLATION
INSTALLATION WINDOW HOLES
HOLES
740 SERBS 740 SERIES
CASEMENT EXTERIOR FRAME ASSEMBLY CASEMENT 740 SERIES
WINDOW _('� WINDOW
�/ TIME EXTERIOR EXTERIOR FIXED
CASEMENT
HORIZONTAL SECTION C -C a a - WINDOW
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION D•D VERTICAL SECTION E -E
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4.
2) FROM SHEETS 1:0, FIND THE SHEET FOR YOUR GLASS TYPE.
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED IDESIGN PRESSURE (PSF) FOR WINDOWSATTACHED TOA VERTMAL FRAMEASSEMBLYTUBE' OR RESIGN
FRESSURE(PSI-) FOR IMNDOMATTACHED TOA HORIZONTAL FR4W ASSEMBLYTURE-. DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP.
FOR SIM NOT MOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
4) USING THE TABLE LABELED 'W MINANCHORS REQUIRED' (TABLE 2. SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF
YOUR WINDOW.
6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE
SHEET 2L AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET}
1) DIMENSIONS SHOWN ARE
TIP -TO -TIP DIMENSIONS FOR EACH
INDIVIDUAL WINDOW. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLES.
2) ANY 740 -SERIES PRODUCT
(CASEMENT, AWNING OR FIXED
CASEMENT) MAY BE ATTACHED TO
THE FRAME ASSEMBLY TUBE. FOR
ALL WNDOM, USE THE WINDOWS
NOA FOR ANCHORAGE, SIZE AND
DESIGN PRESSURE LIMITATIONS.
3) ALL WINDOWS IN THE
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY WITH THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
4) FRAME ASSEMBLY TUBE TO BE
FASTENED TO WINDOW. AS SHOW IN
DETAILS, WITH MN. #12 X V SHEET
METAL SCREWS. USE THE SAME
SPACING AND QUANTITY AS THE
OPPOSITE FRAME MEMBER
5) THE FRAME ASSEMBLY TUBE MAY
NOT EXCEED Or IN LENGTH (AS USED
IN A 63' FLANGED WINDOW) OR BE
USED IN TEE OR CROSS
CONFIGURATIONS.
6) THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CLIPPED TO
THE SUBSTRATE. ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
7) FOR ALL COMBINATION UNITS,
ADDITIONAL INSTALLATION ANCHORS
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMES AT
10' MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE
CENTERLNE. SEE TABLE BELOW:
Addithmal Anchm Ra Wred on oaoh
Silo otthe kame AseeMWy TWW (FAT)
n
WNdory Arrohor po
Wath A 11 S, O & D
tr • o 0
23'-2&0• 0 1
20'* 1 1
r
a
Wh%dw Arwhotlype
HOW A B,C&D
it -22.0' 0 0
2.0' 0 1
VI 1 I 1
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Florida Idla�
Dnte F
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Qom:'-• 4\CENSF '' :F'P
` No.56705
IT
TE OF
%��''•.•komo..•' cam:
P
Group
Anchor
Substrate
Min. Min.
Edge O.C.
Distance Distance
Embadmeffi
Anchor
Plate
ROWAW?
tanV
1/4• steel
Window Anchors Required
1•
5
1-114"
No
A
614, steel SMS (05)
or #14.410 SS SMS
S. Phe
58'
1'
1.3/8'
No
8083-TSWum. 3v 6J8" 0.050
A36 Steel 38' $d8' 0.050
No
A853 Stud, -Or33 318' 58' .035, Za Ge.
No
8
WhIlow wwth
0n)
6d8'
1'
1318'
No
8083-T5 Alm. 3/8• 58' .050'
NO
A30 Steel 38' 518' .050'
NO
A853 Stud, OL 33 38' 5/8' .035', 20 Ge.
No
undo 23'
ArahoQroup
A B IGODI
25.1&18'
A+ro7MGMW
A 8 JO&D
27-3/4'
AncharOroV
A B C&D
30
Anchoramup
A 8 C&O
53.1/2'
AndlorGmOp
A 1 8 C&DI
35'
Anchor(IMW
A 1 8 C&D
S7'
Andra mT
A B C&D
NO
unft 2„
Jamb
2
2
2
2
2
2 2 2
2
2
2
2
2
2
2
2
2 2
a
58"
1'
HWAISiO
2
2
2
2- 2
2
2 2 2
3
2
2
3
2
3
3
3
3 3
3
Hollow stook 2-41tr 5 1-114"
25.18/48,
Jamb
2.
2
2
2 2
2
2 2 2
a
2
2
2
2
2
2
2
2 2
2
No
Hollow Black -
Heed1801
2
2
2
2 2
2
2 2 2
3
2
2
3
2
3
3
3
3 3
3
36.38'
Jamb
4
4
4
4 4
4
4 4 4
4
4
4
4
4
4
4
4
4 4
4
Head/801
2
2
2
2 2
2
2 2 2
3
2
3
3
2
3
3
3
3 4
3
�,
4
4
4 8
4
4 8 4
8
4
4
6
4
4
6
4
8 8
4
cam^,
2
2
2 2
2
2 2 2
3
2
3
3
2
3
3
3
3 4
S
g
X5/8,
8
4
4 8
4
4 8 4
8
4
8
6
4
8
8
4
8 6
4
gJamb
2
2
2 2
2
2 2 2
3
2
3
3
2
3
3
3
3 4
3
6
4
6 6
4
6 8 4
8
4
6
8
4
6
8
4
8 8
4
2
2
2 2
2
2 2 2
3
2
3
3
2
3
3
3
3 4
3
o,
6
6
6 a
8
8 6 6
6
8
8
8
8
6
8
6
6 8
6
Head801
2
2
2
2 2
2
2 2 2
3
2
3
3
2
3
3
3
3 4
3
7,
Jamb
8
a
6
6 6
6
8 8 8
10
8
8
10
8
8
10
6
8 10
8
�,
Head/801
Jamb
2
8
2
8
2
8
2 2
8 8
2
8
2 2 2
8 10 8
3
10
2
6
2
8
3
10
2
6
3
8
3
10
3
6
3 3
8 10
3
8
Head/801
2
2
2
2 2
2
2 2 2
3
2
2
3
2
3
3
3
3 3
3
84"
Jamb
Head/88
8
2
8
2
8
2
8 10
2 2
e
2
8 10 6
2 2 21
10
3
8
2
8
2
10
3
8
2
Group
Anchor
Substrate
Min. Min.
Edge O.C.
Distance Distance
Embadmeffi
Anchor
Plate
ROWAW?
tanV
1/4• steel
Hollow Block
1•
5
1-114"
No
A
614, steel SMS (05)
or #14.410 SS SMS
S. Phe
58'
1'
1.3/8'
No
8083-TSWum. 3v 6J8" 0.050
A36 Steel 38' $d8' 0.050
No
A853 Stud, -Or33 318' 58' .035, Za Ge.
No
8
612, steal SMS (GS)
or612, 410 Be SMS
S. Pine
6d8'
1'
1318'
No
8083-T5 Alm. 3/8• 58' .050'
NO
A30 Steel 38' 518' .050'
NO
A853 Stud, OL 33 38' 5/8' .035', 20 Ge.
No
1/4' steel UII1000n
2A5k Concrete
2-112•
4-
1318'
No
2.85k Concrete 1' 4' VW4'
NO
Hollow Block 2-1/2" 5' 1-1/4'
No
C
612, steel SMS (05)
or612, 410 SS SMS
S. Phe
68'
1318"
Yes
606345Alum. 38' S8' 1/18'
Yes
A3B Steel 38' 618' .059
es
A653 Stud Or. 33 38' 5W .045', 18 Ga.
Yes
614, steel SMS (05)
or614, 410 SS SMS
S. Pine
58"
1'
13/8'
Yes
8083-75 Alum. 3/a" 58" U15
Yea
A38 Steel 318" 58• .059
Yes
A653 Stud, Or. 33 318' 58' .045, 18 Oa.
Yes
D
114' steel Ultracoa
2.85k Concrete
1"
4"
13/4"
Yes
2.8% Concrete 2-112" 4- 1318'
Y�
Hollow stook 2-41tr 5 1-114"
Yes
Filled Bkmk 2-112' 4' 131
Yes
114' 410 SS
txeteFlex
3.35k Concrete
1'
S
1.3/4'
NO
Hollow Bloc 2-1/2" 6" 1-1/
No
5115 steal Uitracon
3.5k Concrete
1-114'
S"
1314`
No
Hollow Black -
Ho
Filled Block I 24/2" 6" 1 13/4"
No
NOTES:
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) ANCHORS MAY BE HEX HEAD, PANHEAD OR FLATHEAD.
Jamb Snubber Locations
4O)A
Glass Type:
PVB
SGP
}s' epJi �_ ,i
tanV
(Types 1, 4 & S)
(Types 2.3 &"
pLL x�
• 3 ••w:
12' max. hon
a
o
63 and
None
each end & 39
A.L" MILLER. PE
[see
max O.C.
12' max. hon
12• mex. hom
overW
each ehd & 3V
each and & W
max O.C.
I Max O.C.
I) USE THIS TABLE FOR
ALL WINDOWS PER THE
ELEVATIONS ON SHEET 1.
DIMENSIONS SHOWN ARE
WINDOW TIP -TO -TIP.
2) FOR SIZES NOT
SHOWN, ROUND UP TO
THE NEXT AVAILABLE
WIDTH OR HEIGHT
DIMENSION SHOWN ON
THE TABLE
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. 7/18' ANNEALED SOP LAMI. GLASS.
114• MASONRY ANCHORS INTO CONCRETE, +701.80 PSF OP REQUIRED, NO ANCHOR PLATE
CASEMENTANCHORS:
A) FROM TABLE 8, ANCHORS C & D ALLOW A DP OF +7(11.90.
8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED
AND DOES NOT REQUIRE THE ANCHOR PLATE
C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & 8111 -
SAMPLE CONFIGURATIONS:
X x X O IX
X
X O O
X O
X O X X X
4 SOS
a o
P� SRC y Py
0
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. �10' 41 ��•{
F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONALANOW ON THE FRAME ASSEMBLY TUBE 4. .� 4• I
SIDE OF THE AWNING (HEAD & 41111
FIXED CASEMENTANCHORS ( SEE SEPERATE NOAx
A) FROM TABLE 8. ANCHORS C & D ALLOW A DP OF +70L83.1.
10.6'
B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE
C) FROM TABLE 2B, 6 ANCHORS ARE REQUIRED IN EACH JAMB. 61'
D) SIMILARLY, 3ANCHORS ARE REQUIRED IN THE HEAD & SILL.
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I-
F) PER
SIDE OF TME FON IXED SHEET
2. INSTALL 1 A � ONALANCHCR ON THE FRAME ASSEMBLY TUBE 4•
-H4`r-
48'
0
approved es eeStpHSda6 wUh ikL
Florida st C 0 if
Date � t
NO 'PraUM
LV
r
O
O
d
0
r
1328
4O)A
\`���ONf
®
}s' epJi �_ ,i
tanV
NO.58705
pLL x�
• 3 ••w:
Z1oz�my..
z
1 aY
a
o
oz z
1328
4YNN.44�1
\`���ONf
*
NO.58705
• 3 ••w:
%� STATE OF
.p 11O
A.L" MILLER. PE
y
TABLES. FOR GLASS TYPES:
1) 5/16° LAMI (1/8 AN -.090' PVB -1/8 AN) 1PPro��®)rf}NatgallhThq
4) 71W LAMI. IG: (1/8° AN - 7/16° AIR -1/8" AN - .090° PVB -10 AN)
ra
WINDOW
)iEIOW
-. j Y i. -
WIDTH
0
SEE SHEETS 1 & 4 FOR Ul h
WINDOW ANCHOR Q,
LOCATIONS AND QUANTITIES. � (n � V
otS g '
Z�
INQ�
TABLE 8• �
JJ LL
U ; 0
0 o
OF
Z
ZZ
W S
Y a
O
Z
� W Q
FRAME ' V
to- MAX -+� r- ASSEMBLY
TABLE T- TUBE
m
® a
DN wN
'T`- HE3WIN6OW
MT
T HpCiFiT a°
WMDOW FRAME
HEIGHT A88EMBLY z m G±
TUBE ADDITIONAL 62 0
WyyB•IjDDTHI ANCHOR a x
10' MAX (4J, F REO. o i z
ADDrit4MA1. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
ICHOR LOCATIONS AND QUANTITIES. SEE SHEET 111 t 111 171 t7
(41 ff y 3FOR ANY ADDITIONAL A MGM -
M40 xO�„�•'£•fJsfi,'l(F•P�'�
V
VYNDOW ` .
SEE SHEETS 1 & 4FOR 1MNDOW ANCHOR = * Tfj
No. 58705 * -
LOCATIONS AND QUANTITIES. SEE SHEET-
3FOR ANY ADDITIONALANCHORS %-0 N !E! 1,3 '• Ill
REQUIRED FOR THE FRAME ASSEMBLY StATE OF !!/�
TUBE ���`� '.. F/ORIOP•'•• �?
1) IEE SHEET 4 FORADDITiONAL SAWLECOW O MTKM A. LYNN CULLER. PE
2) SEE SHEET 4 FOR8NUu8SR9EGt1AREtdWM PE688706
Dealgn Pia68tlPe 81efj9a8hlgle YlUidotte, A9 Aaohaaroups
wrmia�wlatn
under 2s 26.1418' 273!4' 30' 3ltfr 36' "- 3T -�
order Mr K+70M
17x90 +70490 +7m90 +7x30 +7x-90 +70%90
28.18M8' .7aso i7a9a +7a90 +7a90 .7a90 +7a$o
t7m-90 i7p/30 +7x-80 i7a-80 i7a� i7a.>�48`47a->�i7afsa+7QNeo+%a-eci7a-90i7w�s1bo5ra�+7owo+7or90i7a90i7m90+7a,8a2-80' +7x90 +70/30r7w$&8 +7a-80.8 t7m-77.7 t7ax4.3
r7w90 a7a90 +7w$4.3 r7a-7a6 +7a-73.7 +7a-70.1
7r t7a90 +7m$7.2 +7ma7.7 +8w-71.8 ta01-82,4 +8a-80,8 +/-68.3
7B• r7m90 +7m-84.8 +7a-78.7 +/$7.3 t!-58.8 +!- 87.2 t/- 89.8
84• +7m -9p t7m-80.4 +7m-71.3 +6m$21 +/-84.2
Design Pt�aU[B tPa>I fa Windows Attached to a Vertical Frans Assemt4y Tube
M WtndowY7ldln
Undaz3' zb•98/16^ zT-3x4^ 30" Slur �^ 3r
Anr]ta Group Anchor Group Anchor Group Anchor Group Andra Occup Anchor Group Arrcha Group
A S C 0 A B CID B AC&D B AC&D A B C&0 8 AC&D B A,C&D
ander 23° +7a-90 aTa-90 +7a-40 «7a-90 ,Ta99 .7x-90 a7a•90 .Ta-!%� ,Ta -90 +Tor -90 +7m.90 +7x.98 as -90 +Ta -90 +Ta -90 +Ta-!� +Ta -90 .Tor -90
25.15118° +7m90 +7a90 «7a9D +7x-90 +Tor-� +7a-� a7a•90 a7m-� +Ta-1� a7a3U «7x-90 +Ta.90 +7m-99 .7x•90 .Tm•� +Tam +7a-90 +7a-90
38-318° a7m.90 .Taa1.a a7a•90 +7a90 +Ta$1 +Ta -90 +Ta-!� +Ta-� ,Ta.90 +Ta90 +7m -9D .7a-90 .Ta -9a +Ta -90 .78t•90 +7a-90 +7a-90 +701.90
48' +7m-73.1 H5T.3 +7d-90 ala -90 +!$4.8 +7d-90 «7x-90 +7a-!kl +7d-90 +74$7.8 +7490 «7x90 +Tx -78.8 +7a-90 +7m-!� +701->� a78I-BB.9 +7m30
58518" */-89.3 H54.3 +7d-90 «7x90 x!$1.4 a7d-90 +7a•90 ala -90 +7d-� a7a$i2 ala -9D a7a-911 «7a•74.8 +7m-90 r7m$9.2 +7m•!� +IIU.84.3 +7m-89.2
60' +/56.b +/-45.8 +7x$4.7 t74•� +151.8 +7x$12 +7a-90 +7d-75.9 +7d-90 +7a-782 a7d$8.5 +7m$0.3 +1b29 +7x•80.8 +7a-75.2 ala -71.7 +7m-71.2 +7x.74.3
B3° +/557 +1.43.6 +7x$0.7 +7a�.b a1-49.3 +7m-77.3 +7x•90 +7(V.723 +74-90 N$8.9
_T
essure (pet) Ta Wlrkowa Atlaohad to a Horizontal Frame Assembly Tube
Design Prvi
Width
eWbrdow
Wider 23"
28.18/18'
27314^
30'
33.11r
38'
37'
PAR
r
V
Anchor
Group
Anchor
Croup
Amhaaroup
Anchor Group
Anotararoup
I[
A9
Aa
B
A,C&D
A
B
C&0
A
8
C&0
under 23•
+7w 90
t7a9p
+7x-90
+74.90
+Tx�.1
tla-90
t7w-90
t7�78.8
*7x$0
+7m90
+7a-74.3
+7a$0
28.18!18'
170x90
+70h90
+7x-90
+701.90
+7x•80
+7x90
+7a3a8
+7x-90
+7a90
+7x$4
+7x•80
+7490
383!8'
x7490
+7x.90
+1x-90
+7x$0
t7w90
+7a-80
}7490
t7a90
17490
+7a9D
+7490
+7x90
48'
+7x90
t70190
+7a90
+7x90
*7x90
t7a90
17x90
i7a90
+7x90
+7490
+7x90
+7x90
805J8'
+7x90
+7a90
+7x90
a7w-90
+70%9p
t7a90
+7x-80
t7w90
t7x�
+7x39.2
+7a-89.2
tTa-892
80'
+7x•8D
+70%90
+7x.90
+7x$8.8
t7a-80.8
+7x90.8
t7aa7.7
+701-77.7
t7ma7.7
+7xa4.3
+7W-74.3
170(-74.3
83•
+701.90
+7x0p
+70f-90
+7a94.3
+70F78.8
+7a -76b
+7m-73.7
+7aa3.7
+74.73.7
+7a-70.9
+7aaa1
+7d-70.1
72'
+7490
+74$7.2
+701x7.7
+74x1.8
t�.82,q
r8w•8pg
t6a$0.9
+84.80.9
M58.3
+/,89.3
x/59.3
76•
+7490
+74$4.8
+74x8.7
x1$7.3
1/59.8
+/.88.9
N57.2
+/572
+/572
+l-58.8
t/5g,8
M-88.8
84•
+7490
+70F80.4
+74x1.3
x64.82.1
♦/542
+/54.2
7d$4.3
+7x-78.8a7(N.78.5
+7m•71.8
+7m•73.7
+/b7.8
+7a-781
essure (pet) Ta Wlrkowa Atlaohad to a Horizontal Frame Assembly Tube
Design Prvi
Width
eWbrdow
Wider 23"
28.18/18'
27314^
30'
33.11r
38'
37'
PAR
r
V
Anchor
Group
Anchor
Croup
Amhaaroup
Anchor Group
Anotararoup
I[
A9
Aa
B
A,C&D
A
B
C&0
A
8
C&0
under 23•
+7w 90
t7a9p
+7x-90
+74.90
+Tx�.1
tla-90
t7w-90
t7�78.8
*7x$0
+7m90
+7a-74.3
+7a$0
28.18!18'
170x90
+70h90
+7x-90
+701.90
+7x•80
+7x90
+7a3a8
+7x-90
+7a90
+7x$4
+7x•80
+7490
383!8'
x7490
+7x.90
+1x-90
+7x$0
t7w90
+7a-80
}7490
t7a90
17490
+7a9D
+7490
+7x90
48'
+7x90
t70190
+7a90
+7x90
*7x90
t7a90
17x90
i7a90
+7x90
+7490
+7x90
+7x90
805J8'
+7x90
+7a90
+7x90
a7w-90
+70%9p
t7a90
+7x-80
t7w90
t7x�
+7x39.2
+7a-89.2
tTa-892
80'
+7x•8D
+70%90
+7x.90
+7x$8.8
t7a-80.8
+7x90.8
t7aa7.7
+701-77.7
t7ma7.7
+7xa4.3
+7W-74.3
170(-74.3
83•
+701.90
+7x0p
+70f-90
+7a94.3
+70F78.8
+7a -76b
+7m-73.7
+7aa3.7
+74.73.7
+7a-70.9
+7aaa1
+7d-70.1
72'
+7490
+74$7.2
+701x7.7
+74x1.8
t�.82,q
r8w•8pg
t6a$0.9
+84.80.9
M58.3
+/,89.3
x/59.3
76•
+7490
+74$4.8
+74x8.7
x1$7.3
1/59.8
+/.88.9
N57.2
+/572
+/572
+l-58.8
t/5g,8
M-88.8
84•
+7490
+70F80.4
+74x1.3
x64.82.1
♦/542
+/54.2
TAN P A,
T
WINDOW
HEIGHT
WILY
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
FOR GLASS TYPES:
2) 7/16' LAMI (3116 AN - .090° SGP - 3116 API)
Design Pressure 4%4 ibr Sft% Windows, Ali Anahor Groups
Whwiow Waith
Design Pressure (psQ to W bldows Atlachad to a Horizontal Frame Assembly Tube
tinder 23' 1
25-145178•
273/4• 1
30"
33.112'
3S
37'
Wldh
under 23•
+90t-130
-+W-13
+8N-138
+W-130
*9011
J130
"W-130
27.304"
2818!18'
+gOt 1�
+> 130
*W.139
+W-130+tel
139
+tom 130
*90f 130
3453/8'
+10-130
49111-1130
+W-130
+W1130
+90/430
4W-130
+8110.139
48"
+9W-130
+900-130
+8N-130
+900-130.
+9m-130
+W130
+901-130
331/2°
805/b
+8111--130
+W-130
+8W-130
+901.130
+W-130
+W-130
+9M-130
udder 23'
80-
+90/.130
+8pb130
+90/-130
+801.139
+90/-130
+901-130
+80!•139
+701M
63'
+8W-130
+800-130
+901-130
+001-130
+901-130
+Q0.130
+8110-128.8
A
72"
+901-130
+9W-130
+900-130
+900-130
+901-128.1 +90/-122.8 +80%113.8
8 A.0&D
78'
+90-130
+80%130
+80/-f30
+9Q/-130
+80/-124.1 +90/-1187
+80-107.8
AC&D
84'
+8W-130
+1)0/-130
+9W-1311
+9(11430
+8W-116.4
+701.90
+70/40
T
WINDOW
HEIGHT
WILY
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
FOR GLASS TYPES:
2) 7/16' LAMI (3116 AN - .090° SGP - 3116 API)
TAN F+M
Design Pressure (psQ to W bldows Atlachad to a Horizontal Frame Assembly Tube
Desfip Pressure (psi) for W Ndows Attached to a Vertical Frame Assembly Tube
Wldh
eWpWo.Y
under 23"
2615!16'
27.304"
Sr
33102"
WlmiwvWidh
Jr
Anchor
Orap
Anchor
Group
Anchor
Orap
Anchor
Group
Anchor
Group
m
under 23'
2616118'
27-314"
All
3("
All
All
331/2°
A,C&D
35•
1 8
C&D
3T
a
C&D
udder 23'
Anchor Group
+78190
+70/.91)
Anchor Group
«701.821
Anchor Group
+70-90
Anchor Group
+701M
Anchor Group
+70-74.3
Anchor Orap
Anchor Group
+7090
+701-90
+7W90
A
I B
C.
D
A
B
C&0
8 A.0&D
A
8
C&D
A
8
C&D
B
AC&D
A
B
C&D
+701-W
under 23' +70/.90
+70/.9D
+701.90
+70/40
+70/-90
+70/-90
+701.90
+70/-90 +70/.90
+701.80
+70.90
+701.90
+70/.90
+70/-90
+70.9D
+701.90
+701.90
+701-90
+701-9D
+70/40
+7090
2616116' +70/-90
+70/40
+70140
.70/.9D
+70/9D
+70140
+701-90
+701.90 +70.90
+70/-20
+701.90
+70/90
+M-90
+70140
+711-90
+70/-90
+701-0
+70/-90
+701.90
+70/-90
+7090
39308' +70/90
+70.71.8
.70/-90
+701-90
+70/-81
+70190
+701-0
+701-W +70740
+70rao
+70'90
+701.90
+70/-90
+70190
+70/90
+70f.90
+701.90
+70/-90
+701.90
+70.90
48"
+70/-73.1
0.57.3
+70/-90
+701-9D
084.8
+70190
+70/-90
+70/-90 +7099
+70140
+70/.87.8
+70/.90
+70/.90
+701-90
+70/90
+70/.90
+70/.80
+70/90
+7048.9
+iW-W
+70 90
50-518' +1.89.3
+/,%3
+70140
+70/.90
0.81.4
+70/.90
+70/-90
+70-90 +70.90
+70-90
+70.83.2��*M-W+7&-90
+70140
+70/.90
+70-90
+70.90
+70/.892
+70-0
+70/-90
+70-84.360'
J+7kV-910
0-58.5
+1-•1-5.8
+70/.84.7
+110-1)
+1-51.8
+70-81.2
+70/.90
+70.75.9 +70-90
+70/.89.8
+701-70.23
+70/-78.6
+7090
t7W752
+70-90
+70190
+70.71.283"
0.55.7
+14&8
+70/-80.7
+70.89.5
0.49.3
+701-77.3
+70-90
+70.72.3 +70.90
+70/.85.3
+08&95
+70/74.8
+70.90
+70718
+7090
+70&&5
+/-87.8
TAN F+M
NOTES
1)SEESHEET4FORAODDIONALSAMMEC NFMMTKNM
2) SEE SHEET 4 FOR SNUBBERREQU01£MENTS.
VMD(AN FRAME
HEIGHT ASSEMBLY
TUBE
10' MAX.
ADDITIONAL
ANCHOR
(4). 0 REQ.
I WINDOW
"I WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBI.
FRAME
10' MAX TUBEMI6LY
TUBE
T -
WINDOW
HEIGHT
L
I Wp�pW I ADf1111ONAl
-+( W F� aNCitat
(4). IF RFA.
RFF RHFFT91 R d FOR Wd4DOW ANCHOF
LOCATIONS AND QUANTITIES. :S. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
Approved as emptying with One
FlorA.ida uldIvgCod •
Dote wi
M deP
BYr
g
C3
W
`o ori
z Z o�
r O
U LL
o a a
0 w
a o
W
Dwj Z Z
co
W
o Z
fn LU $ Q
7P U
al
® a W
�Nd OfN N
0
z 09.56 ¢
WtW) yz� 0
~SAY V
oZ z
V
1111 I/
aA"( U "Alj 7/*
`����.•' bICENSF'•..c�,p��
* ' N0.58705
G*.1813
. Q,� ••.
STATE OF
, YONJt SA�L C%%,,
A. LYt1N A9UERPE.
PE.®6am
Design Pressure (psQ to W bldows Atlachad to a Horizontal Frame Assembly Tube
Wldh
eWpWo.Y
under 23"
2615!16'
27.304"
Sr
33102"
35'
Jr
Anchor
Orap
Anchor
Group
Anchor
Orap
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
All
Ail
All
All
B
A,C&D
A
1 8
C&D
A
a
C&D
udder 23'
+70-90
+78190
+70/.91)
+70190
«701.821
+7W -W-
+70-90
+70-78.5
+701M
+70/.90
+70-74.3
+7090
2615110'
+7090
+701-90
+7W90
+70140
+70190
+70.90
+70/.81.8
+70190
+70/-1)0
+70484
+701-90
+70.90
38316'
+70-90
+7W9D
+70/-W
+701.90
+70190
+711-0
+7090
+70190
+701-W
+70/.90
+70/.80
+7090
3
48"
+70-90
+70190
+70/.90
+70190
+70190
+7040
+TW -9D
+70190
+70/.90
+70/.90
+700.90
+70/-90
50518"
+7090
+701.90
+701.90
+70/-90
+7W-90
+70.90
+70140
+701.90
+701.80
+7W-90
+70/.90
+70-90
11�r
$
80"
+7040
+70190
+70/-90
+70/.90
+701.90
+70-90
+7090
+701-90
+70.90
+70/.90
+70/.90
+70-90
83'
+70-90
+70/.90
+7014D
+701.90
+70140
.70-90
+70-90
+70/-90
+7W9
+70/-90
+70/.90
+70.90
7r+7040
+7W -W
+70140
+701.90
+70/40
+70-90
+70-90
+70140
+70/.90
+70/-90
+70190
+7090
70'
+70-90
+701.90
+70140
+701-90
+iW-W
+70 90
+7040
+70140
+70/-91)
+RU -90
+70/.90
+70-90
84'
+70140
+701-90
+70140
+70/.90
+70/40
+70.90
NOTES
1)SEESHEET4FORAODDIONALSAMMEC NFMMTKNM
2) SEE SHEET 4 FOR SNUBBERREQU01£MENTS.
VMD(AN FRAME
HEIGHT ASSEMBLY
TUBE
10' MAX.
ADDITIONAL
ANCHOR
(4). 0 REQ.
I WINDOW
"I WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBI.
FRAME
10' MAX TUBEMI6LY
TUBE
T -
WINDOW
HEIGHT
L
I Wp�pW I ADf1111ONAl
-+( W F� aNCitat
(4). IF RFA.
RFF RHFFT91 R d FOR Wd4DOW ANCHOF
LOCATIONS AND QUANTITIES. :S. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
Approved as emptying with One
FlorA.ida uldIvgCod •
Dote wi
M deP
BYr
g
C3
W
`o ori
z Z o�
r O
U LL
o a a
0 w
a o
W
Dwj Z Z
co
W
o Z
fn LU $ Q
7P U
al
® a W
�Nd OfN N
0
z 09.56 ¢
WtW) yz� 0
~SAY V
oZ z
V
1111 I/
aA"( U "Alj 7/*
`����.•' bICENSF'•..c�,p��
* ' N0.58705
G*.1813
. Q,� ••.
STATE OF
, YONJt SA�L C%%,,
A. LYt1N A9UERPE.
PE.®6am
TART F ++.
FOR GLASS TYPES:
3) 7116° LAM[ (3/16 HS -.090- SGP - 3116 HS)
7) 716" LAMI. IG: (3/16" AN -114" AIR - 3/16" HS - .090° SGP - 3N6" HS)
9) 7/6° LAMI. IG: (3/16" T -114" AIR - 31160 HS -.OW SGP - 3/16" HS)
T- [I
WINDOW
HEIt#IT
.y,.� WINDOW
WIDTH
SEE SHEETS t & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Deep Preawre ipsi) (w8 ngle Windawa. AB Anchor Groups
Window Width
Desigi Pressure (psp for W Indmvs Attached to a Vertical Frome Assembly Tube
under23°
1 25.15!18'
27-W
3(r
33-1/r
36-
Sr
under 23° +841/.130
+80%130
+901-130
+901-130
+58! 130
+50Ih130
+!.130
W Wh
25.161101
+901-130
+901-130
+001-130
+901-130
+901.130
+BW -130
+906130
Anchor
Group
3844
+806130
+906130
+901-130
+901-130
+801-130
+90%130
+801.130
48'
+901430
+801.130
+901-130
+g0`-130
+WI.130
+911/-130
+901-130
3r
616016'
+9061341
+90 -l.
+901-130
+801-130
+90%130
+806130
+8M130
Anchor Group
80'
+901-13D
+901-130
+901-1301901-130
+70178.5
+9a-130
190-130
+901-130
+701-90
63'
+001-13D
+M-130
+801-130
+901.130
+901-130
+11N-130
+801130
B A,C&D
7r
+906130
+M -13D
+901-1�
3
+9a13o
,9a13o
+90113
+x/.130
A
B
-1311
+901-130
+9
1801.130
+901-130
+9061
+801-130
+701-90
84"
+906130
+W -13D
+901-130
+901-130
+9M-130
+701-90
+701.90
FOR GLASS TYPES:
3) 7116° LAM[ (3/16 HS -.090- SGP - 3116 HS)
7) 716" LAMI. IG: (3/16" AN -114" AIR - 3/16" HS - .090° SGP - 3N6" HS)
9) 7/6° LAMI. IG: (3/16" T -114" AIR - 31160 HS -.OW SGP - 3/16" HS)
T- [I
WINDOW
HEIt#IT
.y,.� WINDOW
WIDTH
SEE SHEETS t & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
No�6:
1) SM SHEET FOR ADDITIONAL aMIPLECONFTGt9U1TiON3.
2) SEE BHEET 4 FOR SNUBBER REQUIR6irWM.
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE
FRAME
iWNJAX. ASSEMBLY
T I TUBE
T
WINDOW
HEIGHT
.L
WINDOW ADDITIONAL
WIDTH ANCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUSE.
approved as tombinB with Ow
oat"° 3
tKoA�
1 dePradaei iroi
8Y
l"
w
Ca
Z�
(7 J LL -
L0
o w
a o
W g ..�
z AZ
a 3:
0 0.
Z �I-
R co
�Iwo
N �
® >�N W
N d �
d)
Xri r
2V ma' Q
VZ�� LL
cZ z
U
LYNN
1(Ilitt//
pC1......... .d1((����i
`� �'��;.• �1GENgF • :F'Q moi:
* ' No. 58705
CA
0 STATE OF /(!.
����irs/ONA1, r-
c`C?��
Design Pressure (psl) for V4hWv s Attached to a Horizontal Farm Assembly Tube
Desigi Pressure (psp for W Indmvs Attached to a Vertical Frome Assembly Tube
Wlndox Width
um1er23'
25-15J18"
27-3/4'
3P
Window
W Wh
35°
37o
Anchor
Group
Anchor
GNup
Anchor
Group
m
Anchor
Group
umta 23`
AllchorGrotp
25.15118'
27374'
30"
A9
A0
33 -Ur
Ali
35"
A C&D
A
3r
C&O
A
8
Anchor Group
under2r
Audra Croup
+70140
Anchor Group
+701-90
Aachof Group
+70190
Anchor Group
+70178.5
Anchor Orap
+7x-90
Anchor Grail
+701-90
A
B
C
L D
A
B
C&O
B A,C&D
A
8
C&D
A
B
C&D
B
AC&D
A
B
C&D
+71W40
under 23"
+701.90
+701-90
+701.90
+701-90
+701-90
+701.90
+701.90
+701.90 +701-90
+7M-90
+Ta -90
+701-0
+701-90
+701.90
+701.90
+701.90
+701.90
+701.90
+701.90
+701-90
+701-911
25.15116"
+701.90
+701-90
+70`40
+701-9D
+701-90
+701.9D
+70-90
+701.90 +701.90
+701-90
+101-90
+701.90
+701.90
+701-90
+701.90
+701-90
+701.90
+701-90
+70140
+701-90
+701-10
38.318•
+7(IfM
+701-71.6+701-9D
-701.90
+701-90
+701.81
+701-90
+701.90
+701.90 +701-90
+7x-90
+7x-90
+701-90
+7x•90
+Ta -90
+701.90
+70190
+701-90
+701-90
+701-9D
+701-90
+701-90
48"
+701.731
+/57.3
fl
+701.90
484.8
+701.90
+701-911
+701.90 +701-90
+701.90
+701-7.8
+7W.90
+701-90
+7W.W
+701-9D
+70140
+701.90
+701-90
+701.88.9
+70190
+70140
5D-518'
4.8.9.3
+/54.3
+701-90
+701-911
4$1.4
+701.90
+701-90
+701.90 +70190
+70)-90
+701.83.2
+70.90
+70'-90
+701-9D
+701-9D
+701-8912
+7x•90
+701-01
+701.64.3
+70)-W
80"4.585
+1-5.8
+701.90
-151.8
+701.81.2
+70)90
+701.75.9 +701-90
+70189.8
201, .2
+70190
+701.80.3
+701-78.6
+701.90
+701.70.2
+Ta -911
+701.90
+Ta -71.2
+701.90+1-03.6
+7&89.5
+/-49.3
+701.77.3
+701-90
+701-72.3 +701-90
+701.85.3
+/.68.4
+701.90
+701-78.5
+701.74-9
+701-90
+i0`-71.8
+701.90
+701.88.6
+187.8
+7x90
No�6:
1) SM SHEET FOR ADDITIONAL aMIPLECONFTGt9U1TiON3.
2) SEE BHEET 4 FOR SNUBBER REQUIR6irWM.
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE
FRAME
iWNJAX. ASSEMBLY
T I TUBE
T
WINDOW
HEIGHT
.L
WINDOW ADDITIONAL
WIDTH ANCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUSE.
approved as tombinB with Ow
oat"° 3
tKoA�
1 dePradaei iroi
8Y
l"
w
Ca
Z�
(7 J LL -
L0
o w
a o
W g ..�
z AZ
a 3:
0 0.
Z �I-
R co
�Iwo
N �
® >�N W
N d �
d)
Xri r
2V ma' Q
VZ�� LL
cZ z
U
LYNN
1(Ilitt//
pC1......... .d1((����i
`� �'��;.• �1GENgF • :F'Q moi:
* ' No. 58705
CA
0 STATE OF /(!.
����irs/ONA1, r-
c`C?��
Design Pressure (psl) for V4hWv s Attached to a Horizontal Farm Assembly Tube
e
Wlndox Width
um1er23'
25-15J18"
27-3/4'
3P
334fr
35°
37o
Anchor
Group
Anchor
GNup
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
AllchorGrotp
AnahorGroup
A9
A0
A0
Ali
B
A C&D
A
8
C&O
A
8
C&O
under2r
+Ta -0
+70140
+701.90
+701-90
+701.82.1
+70190
+701-90
+70178.5
+70)-90
+7x-90
+701-74.3
+701-90
25.157t6•
+701-911
+7x-90
+701-0
+70'-90
+ro9D
+701-90
+701.8
+701-90
+701-9D
+701-84
+70190
+701-90
3"Ar
+7x40
+70140
+701-0
+70190
+71W40
+70140
+7&411
+701.911
+701.90
+701-911
+701-911
+70)-90
48'
+70190
+70140
+701-90
+701.90
+701-90
+70140
+7x90
*701-90
+701-90
+701-90
+701-90
+701-911
i
505/8"
+70190
+70`40
+701-0
+701-90
+70190
+7&40
+7x911
+7x-90
+701-911
+70)-90
+70)-90
+701-90
g80"
+70140
+701-90
+7&-W
+70`40
+701-10
+70,40
+70140
+70)-90
+70190
+701-90
+711M
+701-90
63•
+7&-90
+70140
+701-90
+7&40
+7x-90
+701.90
+70f40
+70190
+7x90
+701-90
+7040
+701-90
72"
+7&40
+70140
+701-0
+7&40
+7&43
+70'40
+7&40
+701-w
+701.90
+7W -SD
+7a4D
+701-90
76^
+70140
+70`40
+70'.90
+70'40
+70140
+701.90
+7&40
+7Qf-90
+701-90
+701.90
+701-9D
+70f90
84"
+701-90
+7&40
+70`40
+70`40
+70140
+70,-W
No�6:
1) SM SHEET FOR ADDITIONAL aMIPLECONFTGt9U1TiON3.
2) SEE BHEET 4 FOR SNUBBER REQUIR6irWM.
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE
FRAME
iWNJAX. ASSEMBLY
T I TUBE
T
WINDOW
HEIGHT
.L
WINDOW ADDITIONAL
WIDTH ANCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUSE.
approved as tombinB with Ow
oat"° 3
tKoA�
1 dePradaei iroi
8Y
l"
w
Ca
Z�
(7 J LL -
L0
o w
a o
W g ..�
z AZ
a 3:
0 0.
Z �I-
R co
�Iwo
N �
® >�N W
N d �
d)
Xri r
2V ma' Q
VZ�� LL
cZ z
U
LYNN
1(Ilitt//
pC1......... .d1((����i
`� �'��;.• �1GENgF • :F'Q moi:
* ' No. 58705
CA
0 STATE OF /(!.
����irs/ONA1, r-
c`C?��
ram a ,w.
TAR) c ta-
FOR GLASS TYPES:
5) 718" LAMI. Ki: (118"T- 7118" AIR -118" AN -.OW PVB -118"
T-0
WINDOW
HEIGHT
WINDOW
WIOTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
Design lomewe (psq for Stng18 Windows, All Anchor Groups
Design Pressure (ps0 for Widows Attached to a Horizontal Frame Assembly Tube
Wddow1A1d0i ,
Design Pressure (ps0 rot Windmw Attached to a Vertical Frame Assembly Tube
wwer23' 28.16118' 27 4' 1 30" 331!2• I 35
37"
under 23'
+7W40
+701.90
+70790
4701-90
+70740
+7W -w
+701.80
26.18118"
+70190
+70!90
+70690
+70!-90
+70140
+707-90
170/90
38,3!8'
+70190
+70140
+701-60
+701-90
+70790
+7W40
+70f-90
p
48'
+701-90
+7W-0
+70690
+701-90
+701.90
+70140
+M411
3S'
+70/40
+70!40
+70190
470190
+701-80
+70)40
+MOD
Anchor Group
60"
+701-90
+70140
+70/40
+701-90
+70740
+70!-80.6
+70154.6
AnohorGroup
63"
+70140
+70140
+701.80
+70/-90
+701572
+70154
+701-79.9
C&D
7Y
+701-80
+70140
f0VI. 5
+701-81.6
+601-70
+60159.4
+60157.8
A,C&D
T8'
*70740
+701-90
+7( 85
+70176.7
+60!572
+891.85.2
+60153.3
+7W-90
84'
+70140
+70190
1 +70151.3
+601-70 1
+60151.8
+701.90
+70140
TAR) c ta-
FOR GLASS TYPES:
5) 718" LAMI. Ki: (118"T- 7118" AIR -118" AN -.OW PVB -118"
T-0
WINDOW
HEIGHT
WINDOW
WIOTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES.
TART F 1R -
Design Pressure (ps0 for Widows Attached to a Horizontal Frame Assembly Tube
Design Pressure (ps0 rot Windmw Attached to a Vertical Frame Assembly Tube
WNdow WIdth
Window Width
25.1& 0'
27314'
30'
33112'
35'
37'
M
order 27
Anchor
Group
Anchor
Grew
25.15176'
Anchor
Group
27-3r4'
30•
Anchor Group
331(2•
Anchor Group
3S'
37'
All
Ali
All
Anchor Group
8
I A, C& D
Anchor Group
B
AnotwrGmup
A
Arwhor Gawp
ego
Anchor Group
+70190
AnohorGroup
Anchor Group
+70690
A
B
C
D
A
B
C&D
B A,0&D
A
B
C&D
A
B I
C&D
B
A,C&D
8 1
A,C&D
+70790
+701.84
+707-90+701-90
+70140
470140
+701-90
+7W-90
+701-90
+70140
+70/40 +701.90
+70140
+M-90
+701-90
+701.90
+70140
+70140
+70140
+70140
+70140
+70140
+70140
+70140
+701-80
+701-80
+70/-90
+70/-90
+701-90
+7p/-90
+701-90
+701.90 +70140
+701.00
+701-90
+701-90
+70150
+70140
+701.90
+701.90
+70140
+70140
+70(40
+70190
+70690
+70)-90
+70%71.6
+70140
+701-90
+70151
+70140
4701-90
+70190 470150
+70150
+701-90
+70740
+70140
+701.90
+701-90
+70140
+70140
+70!40
+70140
(urAo"r
+701-73.1
+t-87.3
+70140
+70(40
4154.8
+701-90
+7+140
+70!40 +701-90
- +701-90
+70157.8
+701-�
+70140
+701-78.6
+70140
+70150
+70140
+70!56.9
+701.90
+801.70
+60/-70
41.88.3
+154.3
+701.90
+70150
+151.4
+M -9D
+701-90
+70!40 +70140
+70140
+701532
+70140
+70140
+701.74.8
+70140
+701592
+70191)
+70)54.3
+70140
+Bm53.3
+6W -W
+158.8
+145.8
+70154.7
+M -N
+1-ks
+701-81.2
+701-g0
+701-75.8 +701'-90
+70759.6
+701-702
+7070
+701.80.3
0952.9
+701.80
+701-7&2
+70/58.8
+701712
+70154.8
+1583
+J-43.8
+70!50.7
+70159.8
*/-49.3
+701-77.3
+7pJ-g0
+70172.3 +70140
+70JSS.3
+IS&fl
0170150
+70678.8
+/59,8
+701572
+70,L,
+70!54
H57.8
+701-79.9
TART F 1R -
INOTES:
1) SEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATION&
2) SEE SHEET 4 FOR SNUBBER REQtIBtMW&
WNDOW FRAME
HEIGHT ASSEMBLY
l _I. TUBE
10' MAX.
ADDITIONAL
ANCHOR
(4� IF REQ.
��
01111TH
SEE SHEETS 1 &4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10' MAX --r-i A89EMBLY
TTUBE
T
VJWOOW
HEIGHT
WINDOW ADDITIONAL
WIDTH ANCHOR
(41 IF REM
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
R
4ppmiz# as compl7lagw4h trE
Ftatbla 61dle0 a
Duty r
I}YOAB
On
N
On
o
2U rah
Uk'
,zz,00 0
0 0
oZ
``W
No. 58705
.Op •••. ST
XE OF • CCl:
A LY384 MUM P.E.
Design Pressure (ps0 for Widows Attached to a Horizontal Frame Assembly Tube
WNdow WIdth
under 23'
25.1& 0'
27314'
30'
33112'
35'
37'
Anchor
Group
Anchor
Grew
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
Anchor Group
All
Ali
All
All
8
I A, C& D
A
B
C& D
A
B
ego
under 23•
+70190
+70!90
+70140
+70690
+70!52.1
+70/40
+70190
+7077&8
+701-90
+70!40
+701-74.3
:70150
25.10118'
+70140
+70190
+70140
+701.90
+70140
+70140
+701-88.8
+701-W
+70790
+701.84
+70140
+70140
311318•
+70/40
+70140
+701.90
+701.90
+701-90
+70f40
+70140
+76750
+70740
+701.9
+70750
+?W40
Or
+70140
+70140
+7x40
+70/40
+70150
+M -W
+711/40
+70150
+70740
+70190
+701-90
+70140
0578'
+70140
+71)140
+70/40
+70140
+70140
+70/40
+70190
+70690
+70!40
+70140
+70140
470140
60'
+70140
+70(40
+70140
+70140
+701.90
+701.90
+70+511.8
+7015&8
+70758.8.
+701.84.6
+70+54.6
+70/54.8
83•
+701.80+701-90
+70140
+70690
+701572
+701572
+70144
+701.84
+701.84
+70679.9
+701-79.9
+70679.9
72'
+70140
+701-"
+7014"
+701.81.0
+801.70
+60/-70
+00749.4
+8W -W4
+80609,4
+60f57.6
*801-07.6
+60wf-87-e
78'
0170690
+701.90
+7015&3
+7017&7
+80/572
+8M-872
+80)582
+891582
+507582
+!30153.3
+Bm53.3
+6W -W
84'
470150
+70140
470151.3
+801-70 1
+60151.8 1
+Wt41.8
INOTES:
1) SEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATION&
2) SEE SHEET 4 FOR SNUBBER REQtIBtMW&
WNDOW FRAME
HEIGHT ASSEMBLY
l _I. TUBE
10' MAX.
ADDITIONAL
ANCHOR
(4� IF REQ.
��
01111TH
SEE SHEETS 1 &4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10' MAX --r-i A89EMBLY
TTUBE
T
VJWOOW
HEIGHT
WINDOW ADDITIONAL
WIDTH ANCHOR
(41 IF REM
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
R
4ppmiz# as compl7lagw4h trE
Ftatbla 61dle0 a
Duty r
I}YOAB
On
N
On
o
2U rah
Uk'
,zz,00 0
0 0
oZ
``W
No. 58705
.Op •••. ST
XE OF • CCl:
A LY384 MUM P.E.
TABLE IT. FOR GLASS TYPES: -
8) 7/8" LAMI. IG: (3/1(" AN -114" AIR - 3118" AN - .090" SGP - 3/18" AN) Be atop Lm8gitb
iff
8) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/18" AN - .090" SGP - 3(16" AN) Dale �; C
1110 -
de
WINDOW
HEIGHT
�WIDTH � g
SEE SHEENS 1 & 4 FOR
WQ400WANCHOR LU 2
LOCATIONS AND QUANTITIES. 1 V
CO I
06 c 1
a Z nm
N
TABLE 18: � � �
J
LL
fl a 0�
LLI p Z
Z_
a
10:
zLLJ
�OfA W $U
LU
FRAME (�
10•MAX ---� ASSEMBLY
BE
TABLE IB:
® ON N iA
WINDOW
HEIGHT
WINDOW FRAME l o x
HEIGHT ASSEMBLY i- .=v�'vi
TUBE IWINDOW I ADDITIONAL ANCHOR 0 Z O O O
10" MNL (4L IF REO. o Z Z dW'
ADDIT�HAL SEE SHEETS 1 S 4 FOR WINDOW ANCHOR
ANCHOR LOCATIONS AND QUANTITIES. SEE SKEET
(41 F REO. REQ REQUIRED FOR ANY ADDITIONAL
ASSEMBLY `% ONV LYNN 49/� �I
TUBE. .�'C`r.•��C£NSF•'•.F�
WINDOW
SEE SHEETS 18 4 FOR NDOW ANCHOR YAM No. 56705
LOCATWNS AND QUANTITIES. SEE SHEET - y -
3FOR ANY ADDITIONAL ANCHORS Y„0 .• I� 3• xz
REQUIRED FOR THE FRAME ASSEMBLY � W
TUBE. STATE OF
,FLORIOP' Gi���
NOTES: r7 /0NAL • 11 `
1)BEE SHEET 4 FORADDITIDNALSAMPLE CONRGURATNONS. S ����
7/11111111111
2)SEE SHEET 4 FOR SNUBSER REQUIREMENTS. A.LYNNM0 PE
P.EP 69705
a
Design Press= � 1or811g1e Wirdotvs, All AnchorGroups
Wlndovr Yam 8)
to
umter 23•
26.18!18' 27314' 30` 33.112' 3S'
37'
under 23'
+901-130
+801--130
+90f--130
+901-130
+80ft30
+9m--130
r8q-130
Wirdow Wldth
�-16118'
+90%130
+907-13D
+Bm-1�
+Om -130
+801.130
+8pF130
+8m-130
27.314"
38318'
+90h130
+8m-130
+8m-130
+8m-t�
+8D�1�
+8�t30
+8q-130
48'
+9m-130
+801-130
+901.130
+8a-1�
+8a-130
+8a.130
+8m-138
60-8tB"
+901-190
+8m-130
+90/-1�
+gp/-130
+9m-130
+8m-130
+8m-130
B
80"
+801-130
+9a-130
190/-130
+9q.130
+9m-130
+8q-130
+8m-130
oup
Anchor GrLLI
83'
+801-130
+9m.-130
+8m-130
+8m-130
r8m.130
+80i-130
+Om -130
+7x•80
72'
x901-130
+8m-130
+8m-1�
*9m-130
+901-130
+8q-116.7
A
78'
+901--130
+8m-130
+90/-130
+8m-130
+801-128.2 +90/-118.7 +8m-1�.8
A
84'
+801-130
+9m-139
+801 -tom
+8m-130
+8m-118.4
CdD
«7m•90
to
Design Pressure (ps0 for Vi7ntlowa Attached to a Horizontal Frame Assembly Tube
Design Pressure 81x0 for Windows Attached to a Vertical From Assembly Tube
Wirdow Wldth
M
urMer23"
2&i5t18"
27.314"
30•
WhMav Width
3S
3T'
Anchor
Group
Anchor
OraaD
Anchor
Group
Anchor
(haaP
under 23"
Anchor
�P
25.15118°
2T -3I4"
Aru:tror Group
30"
AO
33112"
AU
35"
B
A,C&D
37°
B
C&D
A
Anchor (croup
C60
oup
Anchor GrLLI
+Tm•90
Andra Group
+7a-90
Anchor Group
r7a•8L7
Anct� Group
+70F90
Anchor Group
+7x•80
Anchor Grasp
x701.74.3
+7x•90
A
8
C
D
A
B
C&D
B A,C&D
A
r7m•80
C8D
A
8
C80
8
A,C6D
A
B
CdD
«7m•90
under 23"
+70l -___F+701
-90
+70190
+7m-90
+7m-90
+701.90
+7q•90
+Ta -90 +7q•90
+7m-90
+70!•90
+7q-90
+70t-90
+7q-90
+Tm90
+Tagg
+7q-90
+701.90
+7q•90
+70/-80
25-tb/18'
+701.90
+701.90
+701-�
a7m•90
+Ta-�
«Ta -90
+7a+�
+7q-90 +lq-9Q
+7q-90
+7p1.90
+7q.90
r7q•90
+707-90
+Tq-90
r7q-80
+Tq•90
+7q•80
+7q•�
r7m-90
38.318'
+70/410
+7q-71.8
+7q-90
+7q-80
+701.81
+7q•90
+7q-90
+7q•90 +7q-�
+7m-90
E+701.83.2
+7q•�
+7q-90
+Tq-90
r7q-90
+70/-90
+7q-90
+7q-90
+7q-90
+7a-90
r7a-90
48"
+7a•7a1
+157.3
+70!•90
+7q-90
N-94.8
+Tq-90
+7q-�
+7q•90 +Tqs�
+7q•80
+7q•80
+7q•88
+7q•80
+7q:70
+7q-90
+7q-90
+7q•�
+Tq-89,9
+7q-90
+7m-90
50518°
r/-89.3
+/-54.3
+701.9D
+7q-90
4.81.4
+7q -9D
+7q-90
+7q-� +7q•90
+7q•90
+7890+7q-90
+7m-90
+7q-90
+7q-9D+7q-9.2
+7m-90
+7q-90
+7q•�
+7(V.84.3
+7q-9080"
*/58.5
+l-d5+7a-847
r7q-90
4.51.8
+7q-81.2
+7a.4�
+7q•75.9 +7q-�
+Tm-99.9
+7q-90
+7q.80.3
+7q-78.8
+lq-9D
+7q•75.2
+7q-90
+7m90
+7q-71.2
+7q•9083"+/-43.8
r7a4T0.7
+7889.5
+/-49.9
+7q-77.3
+7m90
x7q-723 ++7a-85,3
+7a-�
+7m•78.5
+7a•74.9
+7q-90
+7a-71.8
+707-PJO
+7q-88.6
r/.6/.8
+7q-98
ANCHORS
Design Pressure (ps0 for Vi7ntlowa Attached to a Horizontal Frame Assembly Tube
e
Wirdow Wldth
urMer23"
2&i5t18"
27.314"
30•
33.112'
3S
3T'
Anchor
Group
Anchor
OraaD
Anchor
Group
Anchor
(haaP
Anchor
�
Anchor
�P
Artollar Group
Aru:tror Group
AO
AO
AU
All
B
A,C&D
A
B
C&D
A
B
C60
under 23"
+Tm•90
+701.80
+7a-90
+7m4t9
r7a•8L7
+701.90
+70F90
+79I-78.8
+7x•80
x707-80
x701.74.3
+7x•90
261Tdt8'
r7m90
+70190
+7m90
+70F9p
+7a-90
+70(.90
r7m.88.8
r7m•80
x70/-80
+707.84
r7m90
+7m90
3&3/6•
+7a90
+7m90
+7m�
«7m•90
+7m -8D
+7a90
+7mS0
+Tm90
+701-90
+Ta•80
+Ta -90
+Tm-90
4S
+70%90
+7m-90
+7m-90
+7m-90
+Ta•80
r7a.90
+7m30
r7a-90
r70J•�
r7m-80
+70/-80
+701-90
60•b/8"
x7m-90
+7m-�
+7m•90
+7m-90
+7m•90
+Tq-90
+701.90
+7a99
+7a-90
+7a-80
+701.90
+701-90
80"
x7a-SO
+TOb90
+Ta•80
r7m-90
rTa•90
+TOF90
+70!.90
r7m•90
+7m-99
x70/•90
r7m-90
+7a90
W
r7a•90
x70!$0
+7a•8o
r7m•!�
r7m-90
r7m-90
r7m-90
+7a$0
+7a•80
+7m90
r7a-90
+70I.90
72'
+70!90
+im90
+7m-90
x7m-90
r70V-90
La -9-0
+7a•90
rTm-!Q
+7x•00
+707.90
+7m90
r7m•90
78'
r7m-�
r7m90
r7m;)0
+7m-90
*Tq-90
-f
+7m-90
+7a-80
+7m•90
+1m-90
+7m-90
r7a-90
+7a-90
84"
+7m-90
x70!•80
+7m-90
+Ta -90
+Tm-90
+7m-90
Tam F In.
Item
Dwg. #
I Description
Material
1
7002
Main Frame Head, Sill & Jamb
6083-78 Atum,
2
7071
Anchor Plate
8083 -TO Alum.
3
7003
Sash Top,Bottom & Side Ran
6083-T8 Alum
4
7008
Frame Comer Key
Steal
5
7009
Sash Comer Key
steel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Comer Gasket
Vinyl Foam
8 1
7070
Illulb Weatherstri .187" x .275"
Flea PVC 70
10 1
7024
1 Maxim Multi -Point Lode
Slee)
11 1
7026
Lock Support Plate
Sled
12 1
7014
Multi -Lock Keeper
&eat
13
7013
TleBar Guide
Nylon
14
7015
TleBarAssembly
Steel or SS
15
7028
Maxim Dyad Operator, W W<=24"
16
7027
Maxim Dual Arm Operator, W W>24"
17
7030
0 ratorGasket
18
7031
Operator Backing Plate
NNylon
19
7051
0 erator5pacer Block
20
7032
Stud Bracket
21
7033
O eratorTrack & Slider Dual Arm
22
7023
Iligress Hinge (Heavy Duty), Manuf. by Truth
steel
23
7050
Egress Hinge/Washable (11M, Manuf. by Truth
steel
24
ISnubber, Anti -blowout Clip
steel
31
1 Dura Seal Spacer
Steel
32
1713
ISetting8lock S/32" x 3/16" x 11/4"
EPDM
33
1 1714
ISetting8lack 532" x 7 16" x 1-1/4"
EPDM
35
1 7036
Laml Bead 8
6063-78 Alum
36
1 7042
lama Bead C
8083-78 Alum
37
1 7059
laml Bead D
60633-T8 Alum
38 1
1224
IVlnV1 Bulb Wst Thick
Flax PVC 70
39
1225
[Vinvi Bulb Wst Thin
Flax PVC 70
SO
Dow 899 Silicon Backbedding
60
7006
Screen Frame
3105•H14 Alum
61
7040
Screen Comer Ke
Polypropdene
62
Screen Cloth
Ftberglasa
63
1635
Screen Spline
EM. PVC
64
320
Screen Spring
Stowe" Steel
70
1 134
Add-on Flange
6083•T8 Alum
71
7004
1'ra AssyTube
8083•TBAlum.
80
W32 1/2" Ph. Pn. Mach. ScrTYPE B
Stainless Steel
81
1157
f18 x 2" Ph. Pn. SMS
Stainless sled
82
#8x 8 Fl. Ph. SMS
$image steel
83
#8 x 7181 FI. Ph. SMS
Stainless Steel
84
#Sx 1" FI. Ph.TEK
Stowe" Steel
85
#8 x 1" Quad Pn SM5
Stainless Steel
86
#8 X 1-Jf 2" Quad Pn SNS
Stainless Steel
i2
/2" #IOx 1Ph. Pn./TEK
stowsea Steel
89
#10.24x 9/1V' Ph. Pn. TYPE F
Stainless Steel
90 1
1#12 x 1" Ph. Pn. TEK
stainleas Steel
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE INTERIOR
ns
T
SASH
\ NY t.YN N49j/�,�
� ��: ••�OEhIS
* No. 68705 •
0 •' STATE OF : •��C/:
0. LYFBV Mw.4i, P.E
g439'.662' F-0 f
NOM. .434'
2A19'
' —1
NOM.
1.189"
2.784' 2.139'
OFRAME HEAD,
SILL & JAMB
#7002, 6083•T6
1.388' I A
.66�" J �_T
OANCHOR PLATE
#7071, 6083-T6
O50'
.866'
�S l�
35 BEAD B
#7036,6063-T6
I r .tt2•
R70' .680`
37 BEAD D
#7059,6063 -TO
3 SASH TOP,
BOTTOM & SIDE
#70D3, 6063-T6
.040' 1.00-0"
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t�ear7ption:
BOM AND CORNER VIEWS
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70 ADDON FLANGE
0134,6063-T6
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J ROSOWSKI
1070 TECHNOLOGY DRNE Tata Oats
N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
P.O. Box 1529
NOKOMIS, FL 34274 sedwlmodd. - Sri1 'M'D No. Rev:
CERT. OF AURi. 029296 CA -740 NTS 10 OF 10 MD-CA740-LM
M
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ASSEMBLY TUBE
#7004.6083-T6
�+- 2.203' +{ 1
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.093"
70 ADDON FLANGE
0134,6063-T6
4PP.eved as coarp4* ellh toe
Plormo 6a1t6 C e
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Mona
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A'11 f1
J ROSOWSKI
1070 TECHNOLOGY DRNE Tata Oats
N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
P.O. Box 1529
NOKOMIS, FL 34274 sedwlmodd. - Sri1 'M'D No. Rev:
CERT. OF AURi. 029296 CA -740 NTS 10 OF 10 MD-CA740-LM
Miami Shores Village
Building Department
Miami -Dade County, Florida
Job: Impact Window Installation at:
75 N.E. 101st Street, Miami Shores, Florida
RE: Buck Installation
Contractor: Yamill Glass & Windows
Owner: Marci Lowman
Dear Building Official,
December 23, 2013
Please be advised that all 2x bucks required for the impact window installation in the above referenced job
shall be installed as per the requirements of the typical details found attached to this letter.
Should you have any questions regarding this matter, please do not hesitate to contact our office.
S ENGINEERING CONSULTANTS, INC. (E.B.#: 007781)
12/23/13
Carlos Prez, P4E., Structural Engineer
Fli:.i #e 1.54844
"YOUR ON-CALL ENGINEERING COMPANY"
9420 S.W. 112TH STREET, MiWi, FloRida 33176
TEI: (786) 242.1 720 - Fax: (786) 242.4399
Job: Impact Window Installation at:
75 N.E. 101st Street, Miami Shores, Florida
RE: Buck Installation
Contractor: Yamill Glass & Windows
Owner: Marc! Lowman
Klin. 3.5 ksi . 1/4- ELCOTapcons
`Concrete
2x Wood Buck
{ 1 1/2" actual} 4 °.
01 2 MITI
1 A l ri
--T1 112H Min.
Concrete
Embedment
Notes:
1. Anchor spacing for buck attachment to substrate shall be at 5" Q.C. (max.)
from corners and 10" O.C. (max.) balance.
2. Minimum distance from center of anchors to concrete edge Is 3".
CITY OF MIAMI - BUILDING DEPARTh ENT
NOTICE OF COMMENCEMENT
Please file at 22 N.W. leT Street, Miami
PERMIT` NUMBM
FOLIC? NUMBER. !1 015 i,5_570
State of Florida
County of Miami -Dad@
OR bk 28837 F's 4165l Qps)
RECORDED 0912512013 12:52:21
HARVEY RUV'IN? CLERK OF COURT
MIAMI—DADE COUNTY r FLORIDA
LAST PAGE
The undersigned hereby gives notice that improvements will .made to certain real property, and in accordance with
Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. j d
S t ad -75' tJ C, /01 5f &gal description of property L 0
Description of improvement: V tl' i T ra pG f-
Owners) name I -f dl n i t= a rr 54inand address: 5 , ?J
Interest in property: Lx� V't
Name of fee simple yyJJ titleho�* n: (if other than owner): and address
CoAtr3ctol's name gL I dl �L@ �., P A) i d address ql, % S 14.1 , �E' %�r X3130 _
Phone number ..30 S 9 Xco `'-k [;;P-/
Amount of Surety bond : (Payment bond required by owner from contractor, if any)
Surety Name and address
Phone number- JD t
Lender's name — A and address
Phone number —
Persons within the state of Florida designated by Owner, upon whom notices or other documents may be served as
provided by Section 713 t)W7., Florida Statues,
Name and address: and address
In addition to himself; Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in
Section 713.13(1) b , Florida Statues,
Name and address
Phone number f4'
Expiration date of this Notice of Commencement (the expiration date is one Ill
y from the date of rem,rd= unless a different date is specified)
Print Owner's Name: f V%'n i k e r O_V i a j p tl
SIVXATEW OF dWM
Swo to and sub bed bef4'oii!_:z;
a Day of p B � 2001, .
By e vt +rt if o" a o O Personally Known, or Produced. ID
Notary Public
Print Notary's ame C o' tt cx C i 0 f r -
Oath taken Oath t
Commission - Prepared b : �L"rm" Ctt� �Y 0
Notary Public State of Florida Address:-�A 1
Rosa I Palsc*s s C
a
My Commismn DDS41804
Rev: 6/2004 ?ogpc°� Expires 12128/2013
STATE OF FLORIDA, COUNTY OF DA[
t HEREBY CERIVY that this is a
original filed in thl"fltce c ��. ,``s y r ;
WITNESS my hand and OP9cal Sea: `
HARVEY RWi E , Qf.f it CUL,r