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WS-18-3316Permit NO.: WS-1'0-1 8-3316
Miami Shores Village i Permit Type: Windows/Shutters
10050 NE 2 Ave 11111assificartion:Miami Shores FL33138 Window/Door Replacement
305-795-2204 Permit status: Approved
Issue Date:10/30/2018 Expiration: 04/29/2019
Location Address Parcel Number
864 NE 91ST TER, Miami Shores, FL 33138 1132060050330
Contacts
ANTONIO OLIVEIRA Owner THE HOME DEPOT Contractor
864 NE 91 TER, MIAMI SHORES, FL ROBERTO SANCHEZ
2455 PACES FERRY RD C-11 HSC, ATLANTA, GA 30339
Mobile: 9543956426 matt_morales@homedepot.com
Description: 1 IMPACT WINDOW REPLACEMENT AND 1 IMPACT Valuation: $ 4,799.10 Inspection Requests:
DOOR REPLACEMENT
f05-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.00
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$1.00
Scanning Fee
$9.00
Technology Fee
$3.00
Windows/Shutters Fee
$70.00
Total:
$140.00
Building Department Copy
Payments Date Paid
Amt Paid
Total Fees
$140.00
Check# 17309 10/30/2018
$140.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations 1
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
and zoning. Futhermore, I authorize the above named contractor to do the work stated.
v
Authorized Sig re: Owner / Applicant / Contractor / Agent Date
October 30, 2018 Page 2 of 2
W #
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER (305) 762-4949
FBC201�b-k
BUILDING Master Permit No. UPS I� -3316
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 864 NE 91 TER
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-3206-4-0330 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ANTONIO OLIVIERA Phone#:
Address: 864 NE 91 TER
City. MIAMI SHORES State: FL Zip: 33138
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: THE HOME DEPOT USA INC
Address: 2455 PACES FERRY RD C-11, ATLANTA, GA 30339
City. ATLANTA State: GA
Qualifier Name: ROBERTO SANCHEZ
State Certification or Registration #: CGC-1522711 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
hone#:
Zip: 30339
hone#:
hone#:
Address: City: State: Zip:
Value of Work for this Permit: $ V, 719. 10 Square/Linear Footage of Work: 2 5 .sf
Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 1 I ►nle e. c w ., d...,, re C i a e�,_, �,, a., d r o, PC. << Cl o
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
120
Z
Technology Fee $ J Training/Education Fee $
Structural Reviews $ _
CCF $ 3 CO/CC $
DBPR $ Z Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014) II
l�
Bonc'ng Company's Name (if applicable)
Bonc,ng Company's Address
i
City. State E Zip E _
IVortgage Lender's Name (if applicable) I
• r
Mcrtgage Lender's Address
r
City. State i Zip
1
AI)pl;cation is hereby made to obtain a permit to do the cork and insta'lations as indicated. I certify that no work or installation has
cc mrnenced prior to the issuance of a permit and tha all work will be performed to meet the standards of all laws regulating
cc nstruction in this Jurisdiction. I understand that a s !parate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONEF i, ETC.....
O' N,ti,ER'S AFFIDAVIT: i certify that all the foregoing in orination is accurate and that all work will be done in compliance with a!I
a fipli:able laws regulating constructioni and zoning.
"WARNING TO OWNER: YOUR FAILUF E TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING •MIKE FOR IA IPROVEMENTS 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 l uilding permit with an estimated value exceeding $2500, the applicant must
promise In goad faith that a copy of the notice of comet •ncfement and construction lien law brochure will be delivered to the person
w: ose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
fo� the ffst inspection which occurs seven (7) days oftt -the building permit is issued. in the absence of such posted notice, the
inspection will not be approved and a reinspection fee wil, befcharged.
,signatur tog ry`5igMee.
OWNER or AGENT CONTRACTOR
a'The foregoing instrument was acknowledged before mi this The foregoing instrument
rwas
acknowledged before me this
�U day of I , 20 J_ J by ./�day of Q U 13 .20 by
(t1 f aNl l) oair✓a�', who is personally knr wn to who is personally known to
me or who has produced �A A,_A, L . � as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: j NOTARY PUBLIC:
/C.�}til:Qc, ` sign: o—
Ri —
tint: �[�C'C1All 1 Print: ��,� � try Public
ou
Seed: Seal: "f My Commission Expires
MEtMIEPR April 01, 2022
O��Y P�( iif
.? •.•"[� OCACCINf
* r= CWM111li10r # GG 18a' W
it:ttpi•k#.7
Ofct1Mg�`-##+�MI�rlat#x#s#i##i#c k#iM#+FMc##il•f+t*#+Mk#+Yk+lc+b•F##g4oR+t###F+i iF X•.iR#t!#Y4tf iiMV###iY l#Y####ii#f.
_ �tMtdiku
,APPROVED BY CJ Plans Examiner Zoning
1
5tr`uctural Review Clerk
(11E.srd02/24/2024)
10/302018
Miami -Dade Official Records Print Document
Prepared by:
Michael S. T,
Tobin & Asso
10800 Biscayl
Miami, FL 33
305-895-3225
File Number:
Will Cali No.:
Return to. -
Title Alliance
550 Biltmore'
Coral Gables,
Parcel
P.A.
Suite 700
Gables, LLC
2B
No.11-3206-005-0330
CFN: 20180574652 BOOK 31149 PAGE 553
DATE:09/20/2018 09AT04 AM
DEED DOC 3,390,00
HARVEY RUVIN. CLERK OF COURT, MIA -BADE CTY
CSpacc Above This Line For Recording Data]
t
i
Warranty Deed
(STATUTORY FORM - SECTION 689.02, F.S)
This Indenttire made this 23rd day of August, 2018 between Rafael Benedetti and Liliana Kondracki, as husband
and wife whosA pst office address is 10 Plain Field Street, Lexington, MA 02421 of the County of Middlesex, State of
Massachusetts,] tor'', and Antonio Oliveira and Maria F. Valero Di Zio, as husband and wife whose post an-iceaddress is 8641lE 1 Terrace, Miami Shores, FL 33138 of the County of Miami -Dade, State of Florida, grantee',
'1'4'itnesseth that id grantor, for and in consideration of the stun of TEN AND N0/100 DOLLARS ($10.00) and other
good and valuable onsiderations 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 beuig in Miami -Dade County, Florida, to -wit:
Lots 4 and 3, Block 3, GOLDEN GATE PARK ADDITION, a subdivision according to the Plant
thereof, as'recorded in Plat Book 6, Page 130, of the .Public Records of Miami -Dade County, Florida.
This cdnvyance is subject to the followings
1 Tares and assessments for the year 2018 and subsequent years.
1 Cot dit ons, restrictions, reservations, limitations, agreements and easements of record, if any, but
this provision shall not operate to reimpose the same.
3. Zoning -,ordinances.
4. Re,trl tions, conditions, covenants, liens, terms and limitations set forth in the Declaration of
Condominium referenced above and all amendments and exhibits thereto.
'and said grantors does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons
whoms"ver. i
' "Grantor'" and "Grvuee" are used for singular or plural, as context requires.
****Signature Page to Follow****
1
I
i
I 9 DoubleTtme"
F
i
Fh2nDGdabYxshi tSMrdg35P52bCRYl1PHKNZgZ2Whhz.A... 112 1,
10/30/2018
Miami -Dade Official Records - Print Document
CFW 20180574852 BOOK 31149 PAGE 554
In Witness Milereot, grantor has hereunto set grantors hand and sea) the day and year first above written.
Signed, seated, andd d ivered in our presence:
Signed,
'ea'
,V *ancss Name::
IR enedetii
Na
State of
County of
The foregoing
Kondracki, whit
[Notary Seat]
Warrano, A'ej,
L�ilian -�-=Wa- ea
1V44'r
umant was acknowledged before Me thisAV— day of
st, 2018 by Rafael Benedetti gild Liliana
are Personally known or [X] have produced "�drivees li V as identification.
a' N ota
%ola tic
JESSICA JIMENEZ-PA;Z
Printed Name.
"
My Commission F-\pire My COmmission 10FWSSMETTS
Expires
Form) - Pa-ge 2
DoubleTime
1 Fh2nDGdabYxshItSMrdg35P52bCRYVPHKNZqZ2WhhzA,.. 212
Miami,
Buildl�jl
10050 N.E.2tp
Miami Shores
Tel: (305) 79�
Fax- (305) 76
Upon issuer
replacemeni
the permit
by the requi
I
Upon obta
responsibi
inspection,'
etc. Inspect
purpose fo
Approval
Acknowle'
Qualifier/�
1hores Village
Department
33138
Inspection requirements for:
e of permits for the scope of work involving the removal, changing and/or
f any type of windows, doors, sidelites, skylights or fixed glass (cladding)
der or qualifier bearing his signature on the permit application shall abide
ments of this department and comply with the following statement:
ig window and/or door permits for the installation of same, it is the
of the permit holder to request window/door framing in -progress
)r to concealment of any horizontal or vertical clip mullion, bucks, shims"
rill. also verify anchor type, edge distance, embedment and spacing. The
us inspection, is for the verification of conformance with Product
A).
Signature Date
Q-7
Print Name
2018 - 2019 HiLLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30.2019
OCC. CODE - 47926
090-010000 GENERAL NEW BUSINESS
CONTRACTOR I Employees Receipt Fee I&OD
Hazardous Waste Surcharge 40.00
Law Library Fee 0100
CGCI=717
BUSINESS SANCHEZ ROBERTO C
9208 FLORIDA PALM DR
TAMPA, FL 3W19
"Al
NAME SANCHEZ ROBERTO C
VWLING C/O THE HOME DEPOT
ADDRESS. 2455 PACES FERRY RD Paid 17-MI-0'03287
.ATLANTA, GA 3039
BUSINESS TAX RECEIPT DOW BELDEN, TAX COLLECTOR
Tit$ BEMMM A TAX REMPT WHe(VALlDATEjx
RICK SCOTT, GOVERNOR
JONATHAN ZACHEM, SECRETARY
DEPARTMENT OF BUSINE$SAND-PRIPFESSIONAL REGULATION
CONSTRUC-Ef 4AN 1; V46-ING BOARD
THE GENERA ,,fii i� :
ArCONT-la-C-TOR
PERT j;q,,UNDER THE
PIROVIS64- R10"ISTATUTES
,pF-VjAA;Tf*48i.--F'
C R 0 Ek-TT
WEB
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Aft T
LICENSE$
EXPlRAT10N;v7k7TgL ST 31, 2020
. Wxo6 -
Always veritv.1icenses.on.line at.M- YlFloridaLicensexom
Ell
Do not alter this document in any form.
This is your license. It is unlawful for anyone other than the licensee to use this document,
Ac� ©'R _ CERTIFICATE OF LIABILITY INSURANCE DA3;;dQ $D""'"'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT 1AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate' holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on I
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
CONTACT
PRODUCER NAME:
MARSH USA. INC. -
7W0ALLIANCE CENTER tAICCl1A IE~AUl ____ __.FAX
!+ol _,..,.......
3560 LENOX ROAD, SUITE 2 j00 E-MAIL
ATLANTA, GA 30326 i AQDR✓ .SS,_ _. ......._.
l INSURER(S)AFFORDINGCOVERAGE 1 NA1C#
CN101642069-HorneD-GW-FL 18 tM+�
_..._..___.......�.....,_....... . .........._(_�v..,. INSURER A GIB RSQUl3.. t15ur2nC6 C0 24147
INSURED i INSURER B Inded IRS CO Of North America j d3575
THE HOME DEPOT, INC € _.. ,:., mn.__i _ ............................... I ._.... .. ..........
HOME DEPOT U.S.A., !NC. INSURER C
2465 PACES FERRY ROAD INSURER D
EUILDING C-20 ___ _._...... ....__...___._. .__ .....,._... .
ATLANTA,GA 30339 INSURER E:
_.- UItElt ................._ ....... ._._._.. _....... ..."""...,... .. F
INSURER F : €
f:nVFt2AC.'FC r=0TIC1f`ATC fdIIUI21=0- tTr_nna7rrx7a.7A nVarier^Lt
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDINCta ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN
REDUCED BY PAID CLAIMS.
�
INSR ......__. ..1:.... ........_ .-aodL su�R ....._....,... .,.._.....,...",..._ __ _...._.._..........................
7
..._POL3GY EFF j POLICY EXP ..._. ..._..._. _ ___..
...__.._....
LTR TYPE OF INSURANCE ! POLICY NUMBER
MM/DD (Mmmianym i LIMITS
A X COMMERCIAL GENERALL(ABICITYM'JsZY 312717
03,01120 18 03:L1i20 1c .I EACH OCCURRENCE S
9,000,000
X
3
1 CLAIMS -MADE OCCUR
i (( ;PREMISES (Ea occurrence) S
1�000Q00
} (.IMETS OF POLICY X5'
_ j
I MEu ExP tarry one pu nn) S
EXCLUDED
t "OF SIR: 51M PER OCC"
._ .. __ .......... ._._. L.... ......
I_
PE.RSONAL & ADV INJURY .. _ y S__
� 000 000
GENLAGGRFCATELIMI7APPliE5 R:
5
9000000
j
X ; POLICY CET LOC
:,.GENERALAGGKEUATE
PRODUCTS •COMP 0P ACa_
......_,_.. .......__�
_
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88
OTHER: 1
S
.. .....
AUTOMOBILE LIABILITY !
t COMBINED SINGLE LIMIT $
iEa a0gent2.._ . _ _._T.....
............... ......
ANY AUTO
i BODILY INJURY Per person) 5
OWNED SCHEOlLED'
AUTOS ONLY AUJ OS I
. ... ..._ .
BODILY INJURY (per ecciderri) $
. ....
HIRED
,.... ; AUTOS ONLY At. , O5 ONLY
— ........
DAMAGE
{P,rO, ac �dan DA 5
... _._.... ,.._ ..........................
....
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$
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fCLAIM5-htADEy
EACHOCCURRENCF S
. ... _ .^_.
___ ....
EXCESS LIAR ? !
!AGGREGATE 5
._ . ___.._ "..." __..
..... ...... ._._ _...
UFD RETENTIONS
B WORKERS COMPENSATION ' ! WLR „6783191 (AL,AR,FL,ID,
U10112018 10101019 X PERT U7H
JF EMPLOYERS*ILITY YIN
.AN YPROPRtETOiZIPARTN R/EXECpUTi\I
FRPXCe:f 7 D1 N 1 A € !A kti.,iCY ,.ii74Mi7,NE.NM Ni3,IJIt
STATUTE ; ER
._...... — _
E.L EACH ACCIDENT $
_ ....
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(Mandatory in NH) SC,SD,Ttd,Ui V,4LNj
ClDISEASE - FA EMPLOYEE $
It yes, descrit under
DESCRIPTIONN OF OPERATIONS 6ekwa
r E.L. DISEASE- POLICY LIMIT ; $
S,OOiI Oa}0
4
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€
I �
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached if more space is required)
i
it
E
GtK I WIGA I E HOLDER I I CANCELLATION
MIAMI SHORES VILLAGE 9 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
BUILDING DEPT. 1 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
10050 NE 2 AVE. ACCORDANCE WITH THE POLICY PROVISIONS.
MIAMI SHORES; FL 33138
AUTHORIZED REPRESENTATIVE
of Marsh USA Inc.
Manashi Mukheriee 1VL1 bras•:
O 1988-2016 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD
AGENCY CUSTOMER ID: CNIO1642069
LOC #: Atlanta
AC" R" ADDITIONAL REMARKS SCHEDULE Page 2 of 2
AGENCY
NAMED INSURED
MARSH USA, INC THE HOME DEPO 1, INC
HOME DEPOT USA., INC
POLICY NUMBER 2455 PACES FERRY ROAD
BUILDING C-20
AT LANTA, GA 30339
CARRIER NAIC CODE
. ... . ............................ -
EFFECTIVE DATE:
THIS ADDITIONAL REMj
FORM NUMBER: 25
RAQUEL G.SWANNCR - CGC1 51481'
JEFF MASTERSON - EC001
RICHARD W. MOORE JR. - CACIBI376
BOYSIF RAMOIAL - CRCD46858
BROOK MYERS - CAC1818831
ROBERT G. MAHAN -CCCD5B300
WAYNE A. FRANCIS - CGCO6164 i
ROBERTO C. SANCHEZ - CGC1 522,11',
WORKERS COMPRISATI(.* Is COV
HOME DEPOT INSUREDS—
'ha Herne Depot. Inc.
The Horne Depot M SA, Inc,
Horne Depot USA, Inc, dba The Horthe I
Horne Depot USA, Inc. dba Your Other
Horne Depot of Puerto Rico, Inc
Home Depot Product Authority. LLC
Home Depot Store Support, Inc.
Red Sea=, LLC
Interline Brands, Inc.
Interline Brands, Inc. dba:
Barnett
Gopperfield
Eagle Maintenance Supply
Hardware Express
Leran
Maintenance LISA
Renovations Plus
SuopyworRs
US Luck
Wilmar
CleanSoutce
Jan Pak
ArnSan
Swum
Trayco
Zip Technologies
ACORD 101 (2008101)
IS A SCHEDULE TO ACORD FORM,
TITLE: Certificate of Liability Insurance
X1331113
CFC1426021
IN THE STATE OF FLORIDA
LLC
(9) 2008 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
JOB# 10829930
WINDOW AND DOOR INFORMATION SHEET r
Name OLIVEIRA
Opening
Location
No
Location
Corner
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
Style
APPROVAL
APPROVED
PRESSURE
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
(+) PSF
(-) PSF
(+) PSF
(-) PSF
Wdth IN
Height IN
1
4
17-0504.01
PD-F
75
75
48.6
52.8
37
83
N
N
2
5
17-0411.06
1 PNL
75
75
48.6
65.1
70
47
N
N
IPNU3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO
SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= EIjTRY VgOjI :.A)M=j2Ikn
1 OF 1
.. ... .. . . . ..
. ... . . . ...
. . . . . . . . . .
. . . . . . . . . .
. . .. . . . . . ..
....
.......
.
.
......
.
....
...
.
.
.
...
.
.
864 NE 91 TER M IAM I SHORES, FL 3313 8
2
• • • •
•• • • • • ••• •
••• •• • • • ••
• • • • • • • • • •
• • •• • • • • ••
108� 9�130' b7-IVI=IRA'S RESIDENCE
. ..... . ...
. ...... . ....
.... . . .... .
, FLORIDA BUILDING CODE 2017 - 6th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph
Enclosed Building with mean roof height less than or equal than 60 Feet
EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED
WIND PRESSURES IN P5F
170 MPH VELOCITY - EXP05URE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
1 34.6
37.5
46.1
37.8
41.0
50.6
16-20
1 36.8
39.8
49.0
40.2
43.6
53.8
21-30
1 40.0
43.4
53.4
43.7
47.4
58.6
31-40
42.5
46.1
56.7
46.5
50.4
62.2
41-50
44.6
48.3
59.4
48.7
52.8
65.2
51-60
46.3
50.2
61.8
50.6
54.9
67.8
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND OTHER
COU NTI E5
WIND PRE55URE5 IN P5F
175 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
36.7
39.7
48.9
40.1
43.4
53.6
16-20
39.0
42.2
51.9
42.6
46.2
57.0
21-30
42.4
46.0
56.6
46.3
50.2
62.1
31-40
45.1
48.8
1 60.1
49.21
53.4
65.9
41-50
47.2
51.2
63.0
51.6
1 56.0
69.1
51-60
49.1
53.2
1 65.4
53.6
1 58.2
71.8
LOCATION
EXAMPLE
MIAMI-DADE COUNTY
WIND PRE55URE5 IN P51'
170 MPH VELOCITY - FXP05UPE D
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
1 42.0
45.5
56.0
45.9
49.8
61.4
16-20
44.2
47.8
58.9
48.2
52.3
64.6
21-30
47.4
51.3
63.1
51.7
5f .1
.3
31-40
49.8
54.0
66.1
e54.4
59.0
72.8
41-50
51.8
56.1
69.0
' 56-6
61.3-
95.7
51.60
53.4
57.8
71.
.4
63.
8.2
LOCATION
EXAMPLE
I BROWARD COUNTY, PAW IBEACH AND OTHER
CC'J IM S. •' •
WIND PRE55UFMIVI.5F . * � •' •
175 MPH VELocnT,e!Eft5URE D....
Building
Height
Roof Slope less thou
10 degrees .
of Slope greater
than 10 K�M&
Positive
Negative
Positive
NeSntive
z4 & z5
z4
z5
z4 & z5
z4"
' z5
0-15
44.5
48.2
59.3
48.6
52.8
65.1
16-20
46.8
50.7
62.4
51.1
55.4
68.5
21-30
50.2
54.4
66.9
54.8
59.4
73.4
31-40
52.8
57.2
70.4
57.6
62.5
77.1
41-50
54.9
59.4
1 73.1
60.0
65.0
80.2
51-60
56.6
61.3
1 75.5
61.9
67.1
1 82.9
LOCATION
EXAMPLE
MIAMI-DADE COUNTY
GENERAL NOTES:
1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE
SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN
PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES.
2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE
AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION.
3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS
REQUIRED BY THE CITY OFFICIALS.
4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the
size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft
exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC-
HVHZ, use Exposure C when building is located in Exposure B
5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure
C will apply when exposure D and B do not apply.
6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than
5000 ft or 20 times the building height, whichever is greater
7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering.
8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH
9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) •••.06800008,���
10- DIRECTIONALITY FACTOR Kd - .65 (Wind Directionality Factor) '• •••••
`A , F��, �•• •
11- TRIBUTARY AREA: 10 SQF • `�` DE •.
12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the •4 0 G� •.
Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. ��� Q� ,.�'�� C ,ENS
a No. 52609 �.
PPMF Inc
1
- o'. STATE F ; � •'
CA 32459
'� R,1.0' '''C���•`,
9715 West Broward Blvd. PMB 247
Plantation - Florida 33324
tC�+
•••• s�0NAI
••••
••. •
E-mail: PPMF®AOL.com
�> C�i1� �-
� MEAN It 00�
-'�.
.......•
a<=BWx0.1
ora<=hx0.4
BW less or equal than BL
DATE: 04/16/2018
a must not be less than
PEDRO DE FIGUEIREDO - PE 52609
a = 3 feet or a= 0.04 x BW
NOT VALID WIOUT SEAL 4/16/2018
MIAMI•DiADE MIAMI-DADE COUNTY
Eml PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
......
COPE: . ..•�•�
This NOA is being issued under the applicable rules and regulations governing'the ule of cottstruction . •
materials. The documentation submitted has been reviewed and accepted by Miami4Dade County.lZER-....:.
Product Control Section to be used in Miami Dade County and other areas where ttX4,td by the Authority: . . . •
Having Jurisdiction (AHJ). "" •
This NOA shall not be valid after the expiration date stated below. The Miamil"ade Counft �Pfoduct";..•
... . .. *reserve* ....
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami aae County
the right to have this product or material tested for quality assurance purposes. I Z 4 : I roduct or material• • * :
� P q tS' P rP �1�a?.R
fails to perform in the accepted manner, the manufacturer will incur the expense of$ucl'1 testing gnd the AHJ. . . .;
may immediately revoke, modify, or suspend the use of such product or material.within their jU MIlction.•
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade 4946 ty 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
I DESCRIZILON: Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I. )I
*PPROVAL DOC :Drawing -1 , indow, Impact',
sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0 1.06
Expiration D
Approval Date: August 31, 2017
Page 1
A
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02/28/06, with revision H dated 03/24/t7, prepared -by • • • • • • • ; •
manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • ' • " Y • •
YYYYYY YYYY YYYYYY
•
i YYYYY • • •
YYYYYY
B. TESTS Y...
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per C-B�, TAS jai=94 ......
2) Large Missile Impact Test per FBC, TAS 201' g4`: • • Y • •' • •
.... ......
3) Cyclic Wind Pressure Loading per FBC, TA Y;);94 •.
along with marked -up drawings and installation diagram of a IV(! 4idin&gla4s door,•.•;.
a PVC fined window and an aluminum sliding glass door, usirf: Kodispaoe ING' TPS.
spacer system, Duraseal® spacer system, Super Spacer® NXTTMS ac;r systMa4d XL-7 •
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Iaboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.13)
2. 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 an. XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09)
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, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.06-0405.06)
E-1
orge M. Plasencia, P.E.
Pro ct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
,PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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 241;94; • • • •
5) Cyclic Wind Pressure Loading per FBC, TAS.2d3-94 '....'
6) Forced Entry Test, per FBC 2411.3.2.1, TAB•AF-94 •
along with marked -up drawings and installation diagram of anXOX alumidl m
horizontal sliding window, prepared by Fenestration Testing LaD* gory, Inl * fiest
Report No. FTL-4859, dated 03/08/06, signed and sealed by F414vatlo Lafg4e.Vada,
P.E. ......
(Submitted under NOA No. 06-0405.06) '
C. CALCULATIONS '
1. Anchor verification calculations and structural analysis, complying with FBC-51n
Edition (2014) and FBC-611 Edition (2017), dated 03/31/17 and revised on 07/28/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear,
Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51b Edition (2014) and FBC-
6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.13)
l � i
rge M. Plasencia, P.E.
Prod,fict Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E - 2
4 .
I
Ff.AM1'DADE MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami; Florida 331.75-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved
proved as described herein, and has been designed to comply with the Florida Building Code,
n tt erricanue 7^ue_
: Series "FD-101" Aluminum Outswing French Doors w/wo S
APPROVXT'V_O CUMENT: Drawing�%T1005-r1Kev G, titli_eT`Alum_T`ri n h Door & Sidelites, Impact', sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 08/01/17, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and
OXXO configurations. The lower design pressure from table 1 or table 2 shall control.
2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ.
4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 916-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 17-0504.01
MIAM12ADE COUNTY Expiration cto ,
y } Approval Date: September 07, 2017
� ;...t ` l
�.`,� Page 1
It
PST Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
I . Manufacturer's die drawings and sections (Submitted under files # listed below)
2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of
10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
l . Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS,
Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports
No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed &
sealed by Idah- is Ortega, P.E.(submitted under file #16-0629.17)
2. 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 fixed sidelite (0) w/ insulated laminated
glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated
04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11-
1013.22)
3. Test report 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 Aluminum outswing doors w/sidelites,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007,
signed and sealed by Carlos S. Rionda, P. E. ,(Submitted under files # 12-516.02/#11-1013.22)
C. CALCULATIONS (Submitted under file #15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (511 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E - 1
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 07, 2017
4
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS (Submitted under file #15-0528.24)
1. Statement letter of conformance to FBC 2014(5" edition) and letter of no financial interest,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA #15-0528.24, expiring 10/18/17.
2. Test proposal # 16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15,
dated 04/04/2012 and last revised on 08/01/17, prepared by PGT Industries, signed and sealed by Anthony
Lynn Miller, P.E.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC-
2014 (5TH Edition) & 2017(6t' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. 1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
G. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(61h edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E.
W,
OTHER
This NOA revises & renews NOA 416-0629.17, expiring 10/18/22.
E-2
` lshaq 1. Chanda, P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 07, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-0815.09) : • • •: •
6. Laboratory compliance letter for Test Reports No. FTL-4858 Ard f TL ., issued ' , •
by Fenestration Testing Laboratory, Inc., dated 03/08/06,.,c4ped anti. pealed by...:.
Edmundo Largaespada, P.E. •''''' 0
(Submitted under NOA No. 06-0405.06) ""o. '
...... •... .....
G. OTHERS ' .... .... ......
1. Notice of Acceptance No. 16-0714.13, issued to PGT Industrial #f Ptheir Series •�
"HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 494Qj/.16 ant'"
expiring on 12/21/21.
orge M. Plasencia, P.E.
Pr uct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-3
GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2).
A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" PVB INTERLAYER
B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER.
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER.
G. 13116" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI
CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A .090' PVB INTERLAYER.
H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE
OF 1/WHEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI o
CONSISTING OF (2) LITES OF 1/WHEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. v
J. 13/16" LAMI IG: (1) LITE OF 1/8" OR"3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI
CONSISTING OF (2) LITES OF 3/16 ANNEALED GLASS WITH A .090 PVB INTERLAYER. 1
K. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI
CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .OW' PVB INTERLAYER.
L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116" LAMI
CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER.
2. CONFIGURATIONS: OX. XO, XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 8)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. O - �316
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ' `�• C. DESIGN DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. I l
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS.
TE
5. SHUTTERS ARE NOT REQUIRED. BY Dt�
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. " �PR' '`/EO
7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330.
ELCO ULTRACON NOA'S
ANSUAF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE,,ZONE,(HVHZ�ALL FEUtRAL
9, 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. �, ��
,.STY D J7
TABLE 1:
11
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min, O.C.
Distance
Min.
Ernbedmentor
Metal Thickness
A
# 2, Steel SMS (Gr, 5�
(min, of threads beyond
metal substrate)
All
Southern Pine (SG - 0.55)
9/1W
7/8"
1-318"
6083-75 Aluminum
318"
oil OW
118"
A36 Steel or Gr. 33 Steel Stud
3/8"
9/16"
0.045" (18 Ga)
/4" Elco U1traCo
t�aow Block ASTM C90
6'
All
Conc in. 85 I)
B
ou ern Ins
114" 410 SS Elco CreteFlex a
All
Southern Pine (SG = 0.55)
1"
1"
1-/8"
C
1/4" 410 8S Elco CreteFtex ®
Jamb
All
Hollow Block, (ASTM C90)
Concrete (min. 3.35 ksl)
2-1/7
2-1/2"
6"
4"
1-1/4"
1�14"
TABLE 2:
Mated
MIn. Fy
Min. F„
Steel Screw
92 ksi
120 kml
Elco UltreCon 0
155 ksi
177 ksi
410 SS Elco CreteFlex ®
127.4 ksi
189.7 ksl
8063-T5 Aluminum
16 ksi
22 ksi
6063-T6 Aluminum
25 ksl
30 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
11 WHERE SUBS RA
CONDITIONS REQUIRE
ANCHORAGE FROM MORE
THAN ONE OF THE ANCHOR
GROUPS ABOVE, CHOOSE THE
ANCHOR GROUP OF THE
LOWEST LETTER FOR ALL
SUBSEQUENT TABLES IN THIS
APPROVAL.
2) FLATHEAD ANCHORS MUST
BE #12 TRIMFIT HEAD.
CODES / STANDARDS USED:
IMPACT RATING
DESIGN PRESSURE RATING
LARGE &SMALL NiISStLE
IMPACT RESISTANT
VARIES PER OPTIONS,
SEE SHEET 8
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
OASTM E1300-09
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
aAISI S100-12
+AISC 360-10
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
1
GLAZING DETAILS ............
2
ELEVATIONS .....................
3
VERT. SECTIONS .............
4
HORIZ SECTIONS............
4
CORNER DETAIL...... ........
4
PARTS LIST .......................
5
EXTRUSIONS.... ................
6
INSTALLATION ..................
7
DESIGN PRESSURES.......
8
ANCHOR QUANTITY.........
9-11
PRODUCT REVISED
as complying with Ihe Florida
Building Code ""'
NOA-hp.' ; 17-5411.06
Expirstldd Obte 12/2442621
By
Miam - • roduct Con of
•• ••
312471�1: A& LAYOUM'SREET •
REOF2tW?ATION, UPDATED
i ANCHOR QtlANTITY PER.FBC •
201 h CHANGED A1616M TYPES •
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21
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1/2" NOM.
GLASS SITE
60,61,62
1W ANNEALED OR HEAT STRENGTHENED GLASS
.090" PVB INTERLAYER
Item ANNEALED OR HEAT STRENGTHENED GLASS
5116' NOM.
5/16" LAMINATED GLASS
EXTERIOR INTERIOR
(ALL SECTIONS)
21
i
112" NOM.
GLASS BITE
52
66,67,68,69,70,7'
V 116' ANNEALED OR HEAT STRENGTHENED GLASS
.09T PVB INTERLAYER
W ANNEALED OR HEAT STRENGTHENED GLASS
6116' LAMINATED
5116' OR 318" AIR SPACE
IW OR 3116" ANNEALED OR TEMPERED GLASS
13/18" NOM.
13116" LAMI IG GLASS W/ 5116" LAMI
112" NOM.
GLASS BITE
63
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
_f�f3/16' ANNEALED OR HEAT STRENGTHENED GLASS
.090' PVB INTERLAYER
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
7/16' LAMINATED
7/16" LAMINATED GLASS
EXT. GLA,'
SILICONE
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
EXT.
INT: GLASS
KQDISPACE
0 4SG TPS
ALUMINUM
REINFORCEMENT
5/16" NOM
BUTYL &
112" NOM. DESICCANT
GLASS BITE FOAM
- r EXT. GLASS --.
72,73,74,75,76,T
3116' ANNEALED OR HEAT STRENGTHENED GLASS
090" PVB INTERLAYER
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
7/16' LAMINATED
3/16' OR 1W AIR SPACE
1181 OR 3/16" ANNEALED OR TEMPERED GLASS
13/18' NOM.
13116" LAMI IG GLASS W/ 7116" LAME
GLASS TYPES:
A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A)
B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS)
C. 5116- LAMI - (1/8" HS,.090" PVB, 1/8" HS)
D. 7/16" LAM - (3/16" A,.090" PVB, 3/16" A)
E. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS)
F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS)
G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A)
H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.09(" PVB,.11W HS)
I. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5116" LAMI - (1/8" HS,.090" PVB, 1/8" HS)
J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A)
K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090", 3116" HS)
L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090", 3/16" HS)
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.
"PVB" = KURARAY TROSIFOO PVB INTERLAYER
HOT -MELT BUM
3/16" NOM.
SUPER
SPACERO NXT TM
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
INT. GLASS
a7
DURASEALO
SPACER
t'Al2I a 'A -
GLASS
DESICCANT FILL AREA
XL EDGETM
SPACER
5/16" NOM.
ILICONE SEAL
NT. GLASS
Part 0
Description
Material
85
Komme€iing 4SG TIPS Spacer System
See this
Sheet for
Materials
86
Quanex Super Spacer nXT with Hat Melt Butyl
87
Quanex Duraseal Spacer
88
Cardinal )(L Edge Spacer
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FRAME MAX,
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EXTERIOR
EXTERIOR
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MAX. WIDTH (FLANGE FRAME)
19 SECTION B-B 17
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MAX. WIDTH (I.F. FRAME)
EXTERIOR SECTION A -A
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INTERIOR
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6063-T5 AL
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6063-T6 AL
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64137
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6063-T6 AL
64131
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7PAD1626
13
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6063-T6 AL
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6063-T5 AL
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640660
21
4105
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6063-T5 AL
612240
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61683G
23
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BRASS
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29
4128
IHORIZONTAL ROLLER SASH TOP GUIDE
POLYPROP.
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64006
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11235
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DT3 CAST
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7858
37
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6063-T5 AL
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61683G
39
7070
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67070K
40
JUFT RAIL COVER. CAP
74078"C' L OR R
41
4139
II.F.FRAMEBEAD
6063-T6 AL
64139
42
4140
1I.F.MMIESILL
6063-T6 AL
64140
43
4141
JU. FRAMEJAMB
W63-T6 AL
64141
50
GAZING SUICONF, DOW 791, 899,995 OR GE 7700
51
1224
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6TP247W
52
1225
VINYL GAZING BEAD BULB =
6TP248K
53
4039
B
CKAZINGBEAD - 5116'
6063-T5 AL
64039B
54
4044
B
CRAZINGBEAD - 5/16' W/GRILL KIT
6063-T5 AL
644703
55
4222
A
CLAZINGBEAD - 7/16'
6063-T5 AL
64222
56
985
C
GAZINGBEAD - 7116" W/(MILL KIT
IGLAZNGBEAD-
6063-T5 AL
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6063-T5AL
64067
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GLASS, ASS
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61
5116' LAMI Or A .090 PVB V8" BS
62
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63
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65
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66
CLASS
13/16" LAMI IGI/8"A IN. , 3/8"AIR SPACE, 5/16" LAMI ll8"A, .090PVB,1/8"A
67
13116" LAMI IGr1/8"A (MIN.), 3/8" AIR SPACE, 5/16' LAMI(1/8"A, .090 PVB U8"HS)
68
"
13116" LAMIIG-IWA (MIN.), 3/8" AIR SPACF, 5/16" LAMI 1/8"HS, .090PVB 1/8"HS
69
13116' LAMII&3116"A 01N.1 5/1G' AIRSPACE, 5/IG' LAMI (1/8"A, .090PVB,1/8"A
70
it
113/16" LAMIIG3/16"A (MIN.). 5/16" AIRSPACE, 5/16" LAMI 1/8"A, .090PVB,1/8"HS
71
13/16" LAMUG-3116"A IN. 5/16" AIR SPACE, 5/16" LAW (1/8"0.090PVB 118"
72
13/16" LAMI IC1,1/8"A(MIN.),1/4" AIR SPACE, 7/ 16" LAMI /IG'A, .090 PVB, 3116"A}
73
I3/10 LAMI I&1/8'A WIN.), VV AIR SPACK 7/16' LAMI 116'A .090 PVB, 3/16-ES
74
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75
13/16' LAMI1&3/16"A IN..3/16" AIRSPACE, 7/16" LAMI 3/16"A,.090PVB 3/16"A
76
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77
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90
1014
SCREEN FRAME (HOP. & VER.)
3105-H14 AL
91
1630
SCREEN CORNER KEY WIRING
POLYPROP.
92
1631
SCREEN CORNER KEY W/OUT RINGS
POLYPROP.
93
1073
SCREEN SPRING
ST.ST.
94
1624
SCREEN SPLINE - .135 DIA. FOAM
FM PVC
95
1635
ISCREEN SPLINE - .135 DIA. HARD
EM PVC
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A. LYNN MILLER P.E.
P.E.0 58705
SEE ANCHOR TABLE, SHEET 1
2x WOOD BUCK,
SEE ANCHOR
�SEE ANCHOR
�
NOTE 1 1 3/g"
NOTES:
TABLE, SHEET 1
TABLE, SHEET 1
MIN.
1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
SEE ANCHOR
WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL 1F
• •' � "` TABLE, SHEET 1
a' •
_
UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
1x WOOD
" v
DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
BUCK,
�� -
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
NOTE 1
---
1 1/4"
HAVING JURISDICTION.
MEMBER SHALL BE OF A
2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL
MAX
MAX
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN
SHIM
SHIM
IN THESE DETAILS FOR 2x WOOD BUCKS.
SEE ANCHOR
SEE ANCHOR
TABLE, SHEET 1
TABLE, SHEET 1
DETAIL B
3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
DETAIL A
_—_
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
TYPICAL FLANGE FRAME HEAD SECTIONS
FLORIDA BUILDING CODE.
4.0.131" DIA. MIN. X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I.
1 /4"
MAX.
SHIM
1 3/8"
1/4" MAX. SHIM
SEE ANCHOR
MIN.
TABLE, SHEET 1
SEE ANCHOR
SEE ANCHOR
TABLE, SHEET 1
TABLE, SHEET 1
SEE ANCHOR
>.
�•
+ SEE ANCHOR
TABLE, SHEET 1
TABLE, SHEET 1
n
2x WOOD BUCK, NOTE 1
1x WOOD BUCK, NOTE 1
DETAIL E
DETAIL F
TYPICAL FLANGE FRAME JAMB SECTIONS
SEE ANr.HnR
TABLE,S
SEE
ANCHOR
TABLE,
SHEET 1
1/4"
MAX.
SHIM
SEE ANCHOR
TABLE, SHEET 1
f
ICHOR
.iHEET 1
DETAIL C
2x WOOD
BUCK,
NOTE 1
SEE ANCHOR
TABLE, SHEET 1,
1/4"
MAX,
SHII
A1 3/8" MIN.
leol
INTERIOR
(JAMB DETAILS E, F & i)
EXTERIOR
ID
EXTERIOR INTERIOR
(HEA &SILL DETAILS A, B, C, D, & H)
SEE NOT
SEE ANCHOR TABLE, SHEET 1
nFTAII n 2-1/2~ MIN. E
TYPICAL FLANGE FRAME SILL SECTIONS
1BEDMENT
DETAIL H (H
DETAIL G (SILL) DETAIL I_ (JAMB)
TYPICAL INTEGRAL FIN FRAME SECTIONS
PRODUCT REVISED
as complying with the Florida
Building Code • •
NOA-Mo. • 17-Q4441k06
Expiration D95te 12121f2921
By
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No. 58705
701VAL EN�`'�`
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A LYNN MILLER, RE
P.E.# 58705
TART
-- aximum Design Pressure, DP (psf)
r
Oys�I
Width
D.eraN
Height
Glass
A, B, G, H
0, , F, k J, K, L
37'
+ 5. -75.Q
5. / -75.0
48"
+75.01-75.0
+75.0 / -75.0
*75,01-76.Q
+75A/-75.0
W53-1181
26"
+75.0/75.0
+75.01-75.0
+75.0 / -75.0
+75.0 / 75.0
72"
+75.01-75.0
+ -
74'
+75.01-75.0
+75,0 / 76.0
S7'
36"
+76.0/-75.0
+75.0 / -75.0
46'
+75.0175.0
+75.0 / -75.0
53-118'
+75.0 175.0
+76.0 / -75.0
80"
+75.01 75.0
+75.0 / -75.0
66•
+76.01-76.0
+75.01 75.0
72-
+75.01 75.0
+75.01-75.0
74- 1
+75.0 / 75.0
+75.0 / -75.0
371
311-3/6'
+75.0 ! 75.0
+75.01-75.0
48'
+76.0 / 76.0
+75.01-75,0
534W
+75.0 / -76.0
+75A ! 75.0
60"
+75A 1 75.0
+75.0 / -76.0
86"
+75.0 / 76.0
+75.0 / 75.0
72"
+75.0 t 75.0
+75.01-75.0
74'
+75.0 J 75.0
+76,0 / 75.0
37"
48"
1
+75.D / 75.0
+75.0 / -75.0
48"
53-1/8'
+75.0 / 75.0
+75,01.75.0
+75.D / 75.0
+75.0 / -75.0
80"
+75.0 / 76.0
+75.01-75.0
Im
+75.01-75.0
+ 0 ! -
72'
+75.01-75.0
+75.0 / 75.0
+75.0 - .
37,
50-W
+75.0 ! 75.0
+75.01-75.0
48•
+75.0 / 75.0
+75.0 / 75.0
53-1/8'
+75.0! 75.0
+75.01-75.0
60•
+75.0 / -75.0
+75.0 / -76.0
66"
+75.0175.0
+75.0 / -75.0
72'
+75.0 / 75.0
+75.0 / 75.0
74"
+75.01.75.0
+75.01-75.0
37'
W
54'
+75.01-76.0
+76.0 / -1&0
+75.01-75.0
+75.0 ! 75.0
53-118"
+76.0/-75.0
+75.0 / -75.0
60'
+75.0/ 75.0
+75.0 ! 75.0
66`
+75.0 / -75.0
+75.0 ► 75.0
72'
+75.0 / 75.0
+75.0175.0
74-
+75.0 / -76.0
+75.0 175.0
87'
t30`
+75.01 d5.0
+75.0 l 76.0
48-
53-118"
+75.01-76.0
+75.0 f 75.0
+75A175.0
_
+75.01 75.0
60'
+76.0 / 75.0
+75.0 ! 75.0
66'
+74.2 / 74.2
+75.0 / 75.0
72"
+69.61.69.6
+75.0! 75.0
74-
+68.1 / .66.1
+75.0 ! 75.0
37'
63"
+75.0 / -75.0
+75.0 / 75.0
48-
+75.0/-75.0
+75,01-75.0
53-118,
+75.0 / 75.0
+75.0 / 75.0
60"
+76.0 / 75.0
+75.0 f -75.0
68"
+70.2 ! 70.2
+T5.0/-75.0
77
+85.21.65.2
1 +75.01-75.0
74"
+63.81-6318
1 +75.01-75.0
FOR ANCHORAGE SEE SHEET 9.
TABLE 6:
Maximum Design Pressure, OP (psf)
XOX,1/3.113 -113
Overalt
Width
OtsrdN
Height
Glass Type
A, B, C. G, H. I
D. E, F, J, K L
26"
+60.01-60.
+75.01-75.0
53-1/8"
+60.0 / -60.0
+75,01-76.0
60"
+W.01.60.0
+75.01-75.0
86"
+W.01.80.0
+75.0145.0
74'
+60.01-60.0
+75,0 ! 75.0
84"
867/161
+00.01 -60.0
+75.01 75.0
+60.01.60.0
+75.0 ! 76.0
46'
3V
+MO / 4M.0
+75.01 75.0
53-IIW
+60.0 f 40.0
+75.0 / 75.0
$0'
+60.01410.0
+76.0 / 75.0
86'
+60.0 / -60,0
+75.0 ! 75.0
74"
+60.0 f 40.0
+76.01 76M
84`
86-7t16
+60.0 / -W.0
+75,0 / 75.0
+60.01-60.0
+75,0 / 75.0
48-
63.1/B"
38.3/8"
+60.01-W.0
+76.0 / 75.0
+60.01-60.0
+76.0 f 75.0
60'
+MO / -60.0
+75.0 f 76.0
6
+60.0 / -W.0
+76,0 ! 75.0
74'
+60.0 / 4D.0
+75.01 75.0
84'
+60.01-60.0
+75.0 / 75.0
867l1fi'
+60.0 / 430.0
+75.0 / 75.0
Or
48"
+60.01.60.0
+75.0175.0
59-1/8'
+K0 /-60.0
+75,0! 75.0
60
+50.0 / -MG
+75.0 ! 75.0
68"
+60.0 / -60,0
+75.01 75.0
74'
+60.0 / -W.0
+75.01-75.0
84'
+60.01-MD
+75,0 / -75.0
88-7116•
+60, 0 / -W.0
+75.0 ! -75.0
411'
53-1/8"
50a/8'
+60.0 / -60.0
+75.01-MO
+60.01-M-0
+76.0 / -75.0
60`
+60.0 / .60.0
+75.0 / 75.0
Or
+80.0 / -W D
+75.0 / -75.0
74"
+BOLO / 60.0
+75,01-75.0
84"
+75.01 75.0
86-7t16-
+80,0 / $O.p
+75.0 / 75.0
48"
M.
+W.0 / -60.0
+75,01-75.0
-+75.01
53-118"
+8M0 / -W.0
75,0
60•
+60.0 / -W.0
+75,0176.0
66`
+60.0 / -60.0
+76.0 ! 75.0
74-
+W.0 f -60.0
+75.0 / 75.D
84"
+60.0 f -60.D
+75.0 / 75.0
66-7/16"
+80.0/40.0
+75.0 / -75.0
48"
67
+80.0 / -00.0
+75.01 75A
53-1/8"
+80.0 / -W.0
+75.0 / 75.0
6Q•
+MO1. 0.0
+75.0 / 75.0
66'
74'
+60.0/-60.0
+75.0 / -75.0
+60.01-60.0
+75.0 f -75.0
84"
+W.01.60.0
+75.0/-76.0
88-7f18'
+60.0/-80.0
+75.01-75.0
48'
63"
+60.0 / -60.0
+75.01-75.0
53-1/6'
+00.01.6Q.0
+75.0 / -75.0
67
+60.0 f -60.0
+75.0 / 75.0
88"
+80.01 -60.0
+75.01.75.0
74'
+80.0 f -60.0
1
+75.0/-75.0
64•
+60.0 / -60.0
+75.01-75.0
86.1116"
+60.0 f •SOLO
+76 0175.0
FOR ANCHORAGE SEE SHEET 10.
TABLE 7:
Maximum Design Pressure, DP (psf)
XOX, 114 -1/2 -1/4
Overall
Width
Overall
He'W
Glase Type
A B, G, H
C, I
D, E, F, J, K.
53-1/8"
'
+60.0 -60.0
+60.0 / 80.0
775.0 / .75.0
67
+60.0 / -60.0
+60.0 / -60,0
+75.0 / -75.0
74`
+60.01-WO
+%0 / -60.0
+75.01.75.0
64"
+W,0 1-60.0
+60.01-60.0
+76.01-75.0
98"
+80.0 ! -Wo
+60.0 / -60.0
+75.0 / -75.0
106 3/8"
+60.01.60 0
+60.01.60.0
+75.0 l 75.0
106"
+60.01.60.0
+60.0 / -W.0
+75.0 I -75.0
111"
+80.0 I -MO
+60.01 -JW.0
+75.0 r 75.0
53-1/6'
+60.0 / 43MO
+60.0 / 40A
+75.01 75.0
ar
+60.01-60.0
+60,01.60.0
+75.01 75A
74"
+60.01-80.0
1 +60.01-6D.0
+75.0176.0
84"
+60.01-DLO
+60.0 / 4;0.0
+75.0 / 75.0
W36"
105-&V
+60.0 / -W o
+80.0 / -80.0
+75.0/-76.0
+60.0 / 4no
+60.01-60.0
+75.0/-75.0
108"
+60.01-80.0
+60.01.60.0
+75,0 ! 75,0
111`
+60.01-MO
+MO / -80.0
1 +75.0 / 75.0
53-11W
38 318'
+60.0 / • 0Q0
+W01.80.0
+75.0 / 75.0
87
+60.01.60.0
+60.01.60.0
+75.0 / 75.0
74"
+60.01-MO
+60.01-OD.0
+75.0! 75.D
*60.01-0.0
+W.O / -80.0
+75.01-755.0
g6•
+60.0 / -60.0
+60.0 / •60.0
+75.0 / 75.0
10B3f8"
+60.0 / -80.0
+60.0 / -6D.0
+75.0 / 75.0
108"
+60.0 / -60.0
1 +60.01-60.0
+75.0 / 75.0
111"
+60.01. 50.0
1 +60.0 / -W.0
+75.0 ! 75.0
53-1/8*
+600 / -60.0
1 +60.01.60.0
+76.0 / -75.0
60"
+60.0 / -WO
+60.D ! -80.0
+75.01 75.0
74'
+60.01-60.0
+60.01-W.0
+75.01-75.0
84`
460.01.60.0
+60.01.60.0
+75.01-75.0
W48"
+60.01-MO
+60.01.60.0
+75.01-75.0
1M63/8"
+60.0 f -WO
+60.0 / -BOLO
+75.0 / 75.0
low
+6DA1-60.0
+6p.0I-W.0
+75.0! 75.0
ill"
+60.0 / -80.0
+60.01.80.0
+75.0 / 76.0
53-1/8"
+60.0 / -K0
4W.01-W,D
+75.0 / MO
60"
+W.0 / -80.0
+BOLO / -6D.0
+75.0175.0
74'
+60.01.MO
+W0 ! -80.0
+75.0 / 75.0
W
+60.01-WD
+60.01-0.0
+75.01 75.0
96"
+60.0 I.60.0
+60.01-W.0
+75.0 / 75.0
106,318"
+W.0 / -60.0
+BOLO / -0.0
+75.01-75.0
108"
+6(10 / -60.0
+60.0 / -6D.0
+75.0 ! 75.0
Ill"
+60.0143al)
+W.0 t -60.0
1 +75.0 / -75.0
53-116•
64'
+6D.0 / •80.0
+60.01-00.0
+750 / 75.0
Nr
+SOLO / 4nO
+MO I -WO
+75.0 175.D
74'
+8.0 / -60.0
+60.0I.60.0
+75.0 / -75.0
W
+60.01-60.0
+60.0 / -80.0
+75.01-75.0
or
+60.01.60.0
+60.01-60.0
+75.0 / -75.0
105316"
+60.01-60.0
+80.01-60.0
+75.0 / -75.0
108"
+60.01-60.0
+60.0 / -0.0
+75.0/-75.0
111"
+59-5/ -69.5
+60.01-60.0
+75.0! 76.0
53.1/8'
6D"
+BOLO / -60.0
+60.01-60.0
+750 1 75.0
80"
+60.0 % -MQ
+60.0 / M.0
+75.0 / 76-0
74"
+60A! -60.0
+SOLO I.80.0
+75.0 / 75.0
84"
+60.01.60.0
+60.0 / -W.0
+75.0/-75.0
W
1 D63I8"
+58.8 158.8
+60,01 -aD.D
+75.0/-75.0
+55.2 / 55.2
+80.0140.0
+75.01-75.0
low
+54.51-64.6
+60.0 / •8D.0
+75.0/ -75.0
Ill"
+53.6 / .63.6
+60.01.60.0
+76.0 / 76.0
53-1/8
63'
+60.01.60.0
+60.01.60.0
+T5.01 -75.0
60'
+80.0 / -W.0
+W,0 / •80.0
+75.0 / -75.0
74'
+60.0 / -80.0
+60.01430.0
+75.01-75.0
84'
+MO I -MO
+W.01.10.0
+75.01-75.0
96'
+58.2156.2
+60.0 / -60.0
+75.0 1-75.0
106.3/8"
+52.3 / V-3 I
+60.0 / -W.0
+75.0 / -75.0
108"
+51.7 t -61.7 1
+60.0 1.80.0
+750 / 75.0
111"
+50.5 / -60.9 1
*MO 1.80.0
+75.01-75.0
FOR ANCHORAGE SEE SHEET 11.
GLASS TYPES:
A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A)
B. 5/16" LAMI -(1/8" A,-090" PVB, 1/8" HS)
LAMI - 1/8" HS .090" PVB 1/8"
D. 7/16" LAMI - 3/16 , 3/16" A
" PVB, S)
F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS)
G.13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318"
SPACE, 5/16" LAMI - (1 /8" A,.090" PVB, 1 /8" A)
H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8"
SPACE, 5116" LAMI - (1/8" A,.090" PVB,11W HS)
I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318"
SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS)
J. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114"
SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A)
K.13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4"
SPACE, 7/16" LAMI - (3/16' A,.090" PVB, 3116" HS)
L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4r'
SPACE, 7/16" LAMI - (3/16" HS,.090" PVB, 3116" HS)
NOTES
1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
3) 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.
4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code • • •
NOA-bo. • • 17-64MY06
Expirgj4q Q: to 1124172021
BY
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W
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O
0
00
NLU
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N
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* No. 587t?5
0•• AA
'
OZORION
70NAL S
a I �11t(i�t M. P.F.
P,E.# 58706
TABLE 8•
Anchor Quail fides, XO or OX
with Glass 'types A, 8, C, G, H & 1
omml
Wdh
O%Kaij
HeIg1Y
Awttor Grmp A
Andhra ,13v=p 3
Anchor GmW C
*iced & Spi
Jamb
Head & Sip
J&anb
Head &Sip
Jamb
37"
Mr
1+C2+1
2
1+C2+1
2
i+C2+1
2
48"
1+C20
2
1+C2+1
2
1+C2+1
2
53 V8"
1+Q+1
2
1+C2+1
2
1+CZ+1
2
6t7
1+C2+1
2
1+C2+1
2
1+C2+1
2
Or
1+( +1
2
1+C2+1
2
1+C2+1
2
7T
2+C2+2
2
1+C2+1
2
1+C2+1
2
7'r
2+C2+2
2
1+C2+1
2
"1+M+1
2
37"
Ir
1+C2+1
2
1+C2+1
2
1+C2+1
2
48"
1+C20
2
1+(2+1
2
`:+C2*1
2
53-Tir
1+C2+1
2
1+C2+1
2
I+C2*1
2
6U'
1+' 2' +1
2
1+C2+1
2
1:+C2+1
2
1+;+5
2
S+C2+4
2
1+C2+1
2
72"
2+C2+2
2
1+122+1
2
1+C2+1
2
74"
2+C2+2
2
1+C2+1
2
40+1
2
37"___1+
36-3!8"
0
2
1+C2+1
2
1+C2+1
2
49'
"+m+1
2
1+t2+1'
2
1+C2+1
2
53.118"
1+C2+1
2
1+C2+1
2
'I+C2+1
2
6Ir
1+C2+1
2
1+C2+1
2
!+C2+1
2
66'
3+C2+1
2
1+C2+1
2
1+C2+1
2
77
2+CZ+2
2
1+C2+1
2
1+C2+1
2
74'
2+C2+2
2
1+C2+1
2
1+C2+1
2
37"
4g
'+(2+4
3
1+C2+1
3
1+-C2+1
3
48"
1+{;2+,
3
i+C2+1
3
1+C2+1
3
531 fg"
1+�+1
3
1+C2+1
3
1+(+1
3
W
1+C2+4
3
i+(2+1
3
1+C2+1
3
8g•
1+C2+1
3
1+C2+i
3
1+C2+1
3
72"
2+C2+2
3
1+C1+1
3
d+C2+1
3
74
2+C2+2
3
1+C2+1
3
1+C2+1
3
37"
50-58"
1+C2+1
3
1+C2+1
3
4+C2+1
3
41r
1+C2+1
3
1+C2+1
3
1+C2+1
3
531fg
1+C2+1
3
1+C2+1
3
1+C2+1
3
$0"
1+C'2+1
3
1+C2+;
3
1+C2+1
3
6g'
4+r,,,1' +i
3
1+C2+1
3
1+C2+1
3
77'
r m+ +2
3
1+C2+1
3
"+(2+1
3
74"
2+C3+2
3
1+C2+1.
3
'+C2+1
3
37"
5d"
1+ 2+1
3
1+Q+4
3
1+C2+1
3
48"
: t+•C2+1
3
1+C2+1
3
1+C2+1
3
53-it8"
1<2+'
3
i+C2+1
3
s+C2+1
3
Bd"
";+�C +1
3
1+C2+1
3
"r+C2+1
3
W.
1+Cm+1
3
1+C2+1
3
1+C2+1
3
7T
2+C3+2
3
1+-M+1
3
1+C ZA
3
74"
2+C3+2
3
1+C2+1
3
1+C2+1
3
37"
ar
1+C2+1
3
1+C2+1
3
1+C2+1
3
48"
1+C3+1
3
1+C2+1
3
i+C2+1
3
53.118"
1+C3+1
3
1+C2+i
3
1+C2+1
3
Me
1+0+1
3
1+C2+7
3
1+C2+1
3
g8'
1+C3+1
3
1+C2+1
3
1+C2+1
3
7T
2+wt2
3
1+C2+1
3
t+C2+1
3
7d
2+0+2
3
1+C 2+1
3
1+C2+1
3
37"
6V
1+C2+1
3
1+C2+1
3
1+C2+1
3
48"
1+C3+1
3
1+C2+1
3
1+C2+1
3
5&VT
1+0+1
3
1+C2+1
3
1+C2+1
3
$0"
1+0+1:
3
1+C2+1
3
1+C2+1
3
86
1+{3+1
3
1+C2+1
3
1+C2+1
3
72"
2+C3+2
3
1+C2+1
3
1+C2+1
3
74"
2+C3+2
3
1+C,2+1
3
1+C2+1
3
TABLE A'
Anchor Quark
with Glass Typ
a, XO or OX
D, , F, J 8► L
00sall
Width
ommu
Haight
Anchor Group A
r t3ro B 1
Anchor Gnaup C
Hoed & Sig
Jamb
Heed & Sill
Jamb
Head & SIN
Jan*
37'
26'
1+C2+1
2
1+C2+1
2
1+C2+1
2
46"
1+C2+1
2
1+02+1
2
1+02+1
2
53-11s'.
1+02+1
2
1+02+1
2
1+02+1
2
60'
W
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+02+1
2
72'
2+C2+2
2
i+C2+1
2
1+C2+1
2
74'
2+C2+2
2
1+C2+1
2
1+C2+1
2
37'
36"
1+C2+1
2
1+C2+1
2
1+C2+1
2
48'
1+C2+1
2
1+02+1
2
1+C2+1
2
53-1/8"
1+C2+1
2
i+C2+i
2
1+C2+1
2
ow
1+02+1
2
1+C2+1
2
S+C2+1
2
W
1+C2+1
2
1+C2+1
2
1+C2+1
2
72"
2+C,`2+2
2
1+C2+1
2
1+C2+1
2
74'
2+C2+2
2
1+C2+1
2
1+C2+1
2
37"
48"
38_3/ga
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+Cat+1
2
1+C2+1
2
1+C2+1
2
53-1J8"
1+C2+1
2
1+C2+1
2
1+C2+1
2
$0"
1+C2+1
2
1+C2+1
2
1+C2+1
2
66"
1+C2+1
2
1+02+1
2
1+C2+1
2
72"
2+02+2
2
i+C2+1
2
1+02+1
2
74"
2+C2+2
2
1+CZ+1
2
1+02+1
2
37"
48"
1+C1+1
3
i+C2+1
3
1+02+1
3
48'
1+C2+1
3
1+C2+1
3
1+C2+1
3
53.1/8'
i+C2+1
3
1+C2+1
3
1+C2+1
3
80'
1+C2+1
3
1+C2+1
3
1+C2+1
3
6$"
r27.
1+C2+i
3
S+C2+1
3
1+C2+1
1+C2+1
3
3
2+C2+2
3
+1
3
2+C2+2
3
1+C2+1
3
1+C2+1
3
37'
W-51V
1+C2+1
3
1+C2+1
3
1+02+1
3
46'
1+C2+1
3
1+C2+1
3
1+C2+1
3
53-1/6"
1+C2+1
3
1+C2+1
3
1+C2+1
3
60"
1+C2+1
3
1+C2+1
3
i+C2+1
3
W
1+C3+1
3
1+C2+1
3
1+G2+1
3
T2"
2+C3+2
3
1+C2+1
3
1+C2+1
3
74"
2+C3+2
3
1+C2+1
3
1+C2+1
3
37'
W
1+C2+1
3
1+C2+1
3
1+C2+1
3
481
1+C2+1
3
I+ 2+1
3
1+C2+1
3
53-im
1+C2+1
3
1+C2+1
3
1+C2+1
3
ev
1+C3+1
3
1+C2+1
3
1+02+1
3
86'
1+C3+1
3
1+C2+1
3
1+C2+1
3
72"
2+C3+2
3
1+C2+1
3
1+02+1
3
7C
2+C3+2
3
1+=-tl
3
1+C2+1
3
37"
60"
i+C2+1
3
1+C2+1
3
1+C2+1
3
48"
1+C3+1
3
1+C2+1
3
1+C2+1
3
53-1/8"
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
68
1+C3+1
3
1+C2+1
3
1+C2+1
3
72'
2+C3+2
3
1+C2+1
3
1+C2+i
3
7C
2+C3+2
3
1+C2+1
3
1+C2+1
3
37"
67
1+C2+1
3
1+C2+1
3
1+C2+1
3
4W
1+C3+1
3
i+G2+1
3
1+C2+1
3
53-11a'
1+03+1
3
1+{2+1
3
1+C2+1
3
80
1+C3+1
3
1+C2+1
3
1+C2+1
3
6A'
1+C3+1
3
1+C2+1
3
1+C2+1
3
72'
2+C3+2
3
1+C2+1
3
1++C2+1
3
7C
2+C3+2
3
1+C2+1
3
1+C2+1
3
TABLE KEY:: O X
1+C2+1 3 -+--ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS
CENTERED ON THE MEETING RAIL
PLUS (1) ANCHOR AT OPERABLE
VENT AND FIXED SECTION. (4)
ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
8 3/4" MAX
I I --•-� 1--4N M3N., 10-1/2" MAX.
9" MAX. X
MTG. li IL
EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD $ SILL: 101/2" MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE.
18 3/4" MAX. FROM CORNERS.
,IAMBS: 9" MAX. FROM CORNERS AND 22 1/2"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
4) 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.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
3/2441 MMTED Tj48tf' 6• w
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O
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CA
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'1 �[i1 �' N
V
U
�9
V CC J
LLI
h Z V y<
0.
vm
w
t'.Ui'iQ
o j
Z �►
_
W
LL
hY
�
®N
Q
X
X
Pon
Z
N
O
Z
O
0
Q
o
v
Q
Q
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ONAL
A. LYNN MILLER, P.E.
P.E.# 58705
TART F 1n-
Anchor Quaniities, XOX,113 -113 -113
with Glass Types A, B, C, G, N & I
p�anq
Width
Cherell
Haight
Anchor (droop
A
Anchor Gmup a
Anchor Group C
Head & Sti1
Jamb
Haad & Sill
Jamb
Head & SM
Jamb
48"
26'
1+C2+1+C2+1
2
1+C2+1+02+1
2
1+C2+1+C2+1
2
53.1/8-
1+C2+1+02+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
6Cr
1+C2+1+C2+1
2
1+02+1+C2+1
2
1+C.2+1+C2+1
2
66"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
74'
t+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
B4'
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
867/16`
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+02+1
2
48"
se
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
53-1J8"
1+C2+1+02+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
67
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
W
1+C2+1+02+1
2
1+C2+1+C2+1
2
I+C2+1+C2+11
2
74"
1+C2+1+02+1
2
S+C2+1+C2+1
2
f+C2+1+C2+1
2
get■
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+02+1+C2+1
2
68-7/16"
1+C1+1+C2+1
2
1+02+1+C2+1
2
1+C2+1+C2+1
2
48"
383/8"
1+C2+1+C2+1
2
1+02+1+C2+1
2
f+C2+1+C2+1
2
5$tAr
1+C2+1+C2+1
2
1+02+1+C2+1
2
1+C2+1+C2+1
2
W
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+CZ+1+C2+1
2
66"
1+C2+1+C2+1
2
1 1+C2+1+02+1
2
1+C2+1+C2+1
2
74'
i+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
W.
1+C2+1+C2+1
Z
1+C2+1+C2+1
2
1+C2+1+C2+1
2
86-T/16'
1+C2+1+02+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
46'
46'
1+C2+1+02+1
3
1+C2+i+C2+1
3
i+C2+1+C2+1
3
53.1/8'
1+CZ+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C 2+1
3
err
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
66"
1+CZ+1+C2+1
3
1+C2+1+C2+1
3
f+C2+1+C2+1
3
74"
i+C2+1+C2+1
3
I+C2+1+C2+1
3
1+C2+1+C2+1
3
&4'
1+C2+1+C2+1
3
i+C2+1+02+1
3
1+CZ+f+02+1
3
66-7116`
1+C2+1+C2+f
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
46'
50-W
1+C2+1+02+i
3
1+02+1+C2+1
3
1+C2+i+C2+f
3
f+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
60-
66"
1+C2+1+02+1
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
i+C2+i+C2+1
3
74'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
64-
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
88-7/16'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
2+C2+1+02+1
3
46-
s4'
1+C2+1+C2+1
3
t+C2+1+C2+1
3
1+C2+1+C2+1
3
53-1Jg-
1+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
BP'
1+C2+1+02+1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
88'
1+C2+i+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
74'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
84'
1+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
66-7/16"
1+C2+1+02+1
3
1 i+02+1+C2+1
3
1+C2+1+C2+1
3
48'
OT
1+C2+1+02+1
3
1 1+C2+1+C2+1
3
1+C2+1+C2+1
3
53.1/8'
1+C2+1+C2+1
3
1+C2+1+C:2+1
3
1+C2+1+C2+1
3
60'
68"
1+C2+1+C2+1
3
1+CZ+f+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
74'
1+C2+1+C2+1
3
1+C2+i+C2+1
3
1+C2+1+C2+1
3
84'
1+Cx+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
88-71t6'
1+C2+1+C2+1
3
1 1+C2+1+C2+1
3
1+C2+1+C2+1
3
46'
Or
1+C2+1+C2+1
3
1 1+C2+1+C2+1
3
1+C2+1+C2+1
3
53-11W
1+C2+1+C2+1
3
1+C2+1+02+1
3
1+C2+1+C2+1
3
60'
1+C2+1+C2+1
3
1+C2+1+02+1
3
1+C2+1+C2µ1
3
66"
1+C2+1+02+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
Ter
f+C2+1+C2+1
3
1+C2+1+C2+1
3
i+C2+1+C2+1
3
84'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C:2+1
3
W7/18-
1+C3+1+C3+1
3
1 1+C2+1+C2+1
3
1+C2+1+C2+1 1
3
TABLE 11
Anchor Quan0es, XOX,1/3 -113 -1/3
with Glass Types D, E, F, J, K & L
CAerall
Width
CAMN
Height
AnoW G=p A
Anew Group B
Anchor Group C
I-laad & Sill
Jamb
Head & Sill
I Jamb
Head & Sill
Jamb
48•
26"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
f+C2+1+C2+1
2
53.1J8'
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
6CP
i+C2+1+02+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
86'
i+C2+1+C2+1
2
f+C 2+1+C2+1
2
1+C2+1+C2+1
2
74'
1+C2+t+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
84-
t+C2+1+C2+1
2
1+C2+1+C1+1
2
1+C2+1+02+1
2
66.7/11r
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
43'
36-
1+C2+1+C2+1
2
i+C2+1+C2+1
2
1+02+1+C2+1
2
53-1/8•
1+C2+1+C2+1
2
S+C2+1+C2+1
2
f+C2+1+C2+1
2
80'
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+02+1
2
W.
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+02+1+C2+1
2
74'
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
84'
1+C2+1+C2+1
2
1+02+1+C2+1
2
t+C2+1+C2+1
2
8G7J16"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1 1+C2+1+C2+1
2
46'
36-WV
1+C2+1+02+1
2
t+C2+1+CZ+1
2
1+C2+1+C2+1
2
53-IW
1+C2+1+C2+1
2
1+C2+1+C2+1
2
t+C2+1+C2+1
2
60-
1+C2+1+02+1
2
1+C2+1+C2+1
2
i+02+1+C2+1
2
88'
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+i
2
74"
1+C2+1+C 2+1
2
1+C2+1+t:1+1
2
t+C2+1+C2+1
2
84"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
88.7118"
1+C2+1+C2+1
2
1+02+1+C2+1
2
1+C2+1+02+1
2
48'
45,
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
53.1i8•
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
60"
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
66"
I+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
74'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+t+C2+1
3
64`
1+C2+1+C2+1
3
1+02+1+C2+1
3
1+02+1+C2+1
3
86.7/1G
1+02+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
48•
5D3/8'
1+C2+1+C2+1
3
1+C2+f+C2+1
3
1+C2+1+C2+1
3
63-1/8"
1+C2+1+02+1
3
1+C2+1+C2+1
3
S+C2+1+CZ+1
3
BQ'
1+02+1+C2+i
3
1+C2+f+,C2+1
3
i+C2+1+C2+1
3
88'
t+C2+1+C2+1
3
i+C2+1+C.2+1
3
1+02+i+C2+1
3
74-
1+C2+1+C 2+1
3
1+C2+1+C.2+1
3
1+C2+1+C2+1
3
84'
1+02+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
86,7//6'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+02+1
3
4W
54'
1+C2+1+C22+1 1
3
1+02+1+C2+1
3
f+C2+1+C2+1
3
53.1J8"
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
sw
i+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
68'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
74"
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
84"
1+C3+1+C3+1
3
1+C2+1+C2+1
3
1+C2+f+C2+1
3
66-7118'
1+C3+1+C3+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
43"
60'
t+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
53.1/8"
1tC2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
60'
t+C2+1+C2+1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
Be.
1+C2+1+C2+1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
74"
1+03+1+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
84-
1+03+1+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
88 7Ji8
1+C23+1l+C3+1
3
1+C2+1+C 2+1
3
1+C2+1+C2+1
3
Or
or
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
53-118"
1+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
.1+C 2+1+C 2+1
3_
1+C2+1+C2+1
—3
1+C2+i+C2+1
3
86'
1+C3+1+C3+1
3
1+C2+1+C2+1
3
t+C2+1+C2+1
3
74'
1+C3+1+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
84-
3
1+C2+1+C2+1
3
t+G2+1+C2+0+1+0+i
[t4C3+1+C3+1
3 1
1+C2+1+C 2+i
3
t+C2+1+C2+1
3
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.
(9) ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
25 3/4" MAX.
—•-� [-r--4" MIN., 10-1/2" MAx.
9" MAX. X 0 x
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
4) 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.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code • •
NOA-*o. • 17-Q4'1'F06
Expiration DIt 1 1M 21
By •
Miami Productconti
li1111J/JJ
.�'�,1QNY LYi IV `'�.
\��P��� .• L10EAt� �����'i
* ; //?? No. 58705
Y -v {-t
kTE
ONAL 1F�;\���
'//1111110
.A. LYNN MILLER, P.E.
PEA 58705
TASLF 12'
Anchor Quantities, XQX,114 -112 -1/4
with Glass Types A, B, C, G, H do i
ow it
Width
0AMN
Height
Anchor Catottp
A
Anchor Group 9
I Anchor Group
C
Heed ASII
Jamb
Head a Sql
Jamb
Heed 8 Stli
.iamb
53
26'
I +1+C2+1
2
i+ 1 +1
2
1+C2+1+ +f
2
60"
t+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+CZ+1
2
74"
I+C241+C2+1
2
1+C2+i+C2+1
2
1+C2+1+C2+1
2
84'
1+C2+2+C2+1
2
1+C2+i+C2+1
2
1+C2+1+C2+1
2
96'
i+C2+z+C2+i
2
1+C2+1+C2+1
2
1+C2+1+C2+f
2
1118_Nr
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C.2+1
2
108'
i+C2+2+02+1
2
1+C2+1+C2+1
2
1+C2+1+C.2+i
2
111`
1+C2+2+C2+1
2
1+C2+i+C1+1
2
1+G2+1+G2+1
2
S3V8'
36'
I I
1+C2+i+02+1
2
1+02+1+C2+3
2
1+C2+1+C2+1
2
80`
t+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
74'
i+CZ+1+C2+1
2
f+C2+1+C2+1
2
1+C2+1+C2+1
2
64'
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+G2+1
2
95'
108-3i8'
I+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C.2+1
2
1+C2+2+C2+1
2
i+C,2+2+C2+1
2
1+C2+1+C2+1
2
iw
f+C2+2+C2+1
2
1+C2+2+C2+1
2
1+C.2r1+C,2+1
2
Ill"
1+C2+2+02+i
2
1+02+2+C2+1
2
1+C2+i+C2+1
2
53.1/8'
3"5'
1+C2+i+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
80"
1+02+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
74'
1+C2+1+C2+1
2
i+C2+1+C2+1
2
i+C2+1+C2+1
2
w
1+C2+2+C2+1
2
i+C2+1+C2+1
2
1+C2+1+C2+1
2
98'
1+C2+2+Cz+l
2
1+C2+1+C2+i
2
1+C2+1+C2+1
2
10 18'
1+C2+2+C2+1
2
i+C2+2+C2+1
2
I+C2+1+CZ+1
2
lob'
1+C2+2+C2+1
2
1+C2+2+C2+1
2
1+C2+1+C2+1
2
I, IF-7
1+C2+2+C2+1
2
1+C2+2+C2+1
2
i+C2+1+C2+1
2
+53-1/6'
4T
I
i+C2+1+C2+i
3
1+C.2+1+C2+1
3
1+C2+1+C2+1
3
Or
1+02+1+C2+1
3
i+C2+1+C2+1
3
t+C2+1+c2+i
3
74"
1+C2+1+C2+1
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
84'
1+C2+2+C12+1
3
1+C2+1+C2+1
3
i+C2+1+C2+1
3
98"
1+C2+2+C2+1
3
1+CZ+2+C2+1
3
1+CZ+i+C2+1
3
1p8 3�g•
1+C2+3+C2+1
3
1+C2+2+C2+1
3
i+CZ+1+C2+1
3
109'
1+CZ+3+02+1
3
1+C2+2+C2+1
3
f+C2+1+C2+1
3
III,
1+C2+3+C2+1
3
i+C2+2+C2+1
3
1 1+02+1+C2+1
3
53.118'
$0'
5"'8'
1+C2+i+C2+1
3
i+C2+1+C2+1
3
t+C2+1+C2+1
3
i+C2+1+C2+1
3
1+02+1+C2+1
3
1+C2+1+C2+1
3
74'
1+C2+1+02+1
3
I+C2+1+C2+1
3
1+C2+1+C2+1
3
84"
1+02+2+=+1
3
1+C2+I+C2+1
3
1+C2+1+CZ+1
3
98'
1+G2+2+C2+1
3
1+C2+2+02+1
3
1+C2+1+C2+1
3
108 318'
i+C2+3+C2+1
3
1+C2+2+C2+i
3
1+C2+1+C2+1
3
108'
I+C2+3+C2+1
3
1+C2+2+CZ+1
3
1+02+1+C2+1
3
Ili'
1+C2+3+C2+1
3
1+C2+2+C2+1
3
1+C2+2+02+1
3
53•I/f1'
6q
1+C2+1+C2+1
3
i+C2+1+C2+f
3
1+C2+1+C2+1
3
90`
1+C2+1+C2+1
3
1+02+i+C2+l
3
1+C2+1+C2+1
3
Tr
1+C2+1+C1+1
3
i+C2+1+02+i
3
1+C2+1+C2+1
3
84'
1+02+2+C2+1
3
1+C2+1+02+1
3
1+CZ+1+C2+1
3
98'
1+02+2+C2+1
3
1+C2+2+C2+1
3
1+C2+1+C2+1
3
if18318'
1+G2+3+C2+1
3
1+C2+2+C2+1
3
i+C2+1+C2+1
3
lob`
i+c2+3+C2+1
3
1+C2+2+C2+1
3
i+o2+1+C2+1
3
III,
i+C2+3+C2+1
3
1+C2+2+C2+1
3
I+C2+2+C2+1
3
53.1/8'
t+02+1+CZ+1
3
1+02+1+02+1
3
i+G2+1+C2+1
3
w-
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+02+1+C2+1
3
74
I+C2+i+C2+1
3
1+C2+1+C2+i
3
1+C2+1+C2+1
3
84'
i+C2+2+C2+1
3
i+C2+1+C2+1
3
I+C2+1+C2+1
3
f18'
1+C3+2+03+1
3
I+CZ+2+C2+1
3
i+C2+1+02+1
3
1063/8'
1+03+3+0+1
3
i+CZ+2+CZ+1
3
1+C2+1+C2+1
3
l08"
1+0+3+00
3
1+C2+2+C2+1
3
i+C2+1+G'2+1
3
III,
1+C3+3+C3+1
3
1+C2+2+C2+1
3
1+C2+2+C2+1
3
53.1ir
or
1+CZ+I+CZ+1
3
1+C2+1+C 2+1
3
1+C2+1+C2+1
3
80'
1+C2+I+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
74'
i+G2+1+C2+1
3
1+C2+1+G2+1
3
1+02+1+02+1
3
84"
f+C3+2+C3+1
3
I+C2+1+02+1
3
1+C2+1+C.2+1
3
I+C3+2+C3+1
3
1+C2+2+C2+1
3
1+C2+I+C2+i
3
10638'
I+C3+3+C3+1
3
1+CZ+2+G2+1
3
1+C2+1+C2+1
1a8"
1+C3+3+C3+1
3
1+C2+2+CZ+i
3
1+C2+1+C2+1�3q
t11'
1+C3+3+C3+1
3
1+C2+2+c2+1
3
i+C2+2+C2+1
TABLE 13:
Anchor Qutanddes, XO) ,1/4 -1/2-1/4
with Glass Types D, E, F, J, K & i-
ovetall
Width
overall
Haight
Anchor Group
A
Anchor Group
B
I Anchor Group
C
Head 6 Sill
Jam
Heed & $19
Jamb
head & SM
Jamb
t
+ i +i
2
70 +C2+1
2
1+C2+ ++
2
80"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
i+C2+1+C2+1
2
74"
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
84"
w28r
1063/8'
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+2+C2+1
2
1+C2+2+C2+1
.2
1+C2+1+C2+1
2
irC2+2+C2+1
2
1+C2+2+C2+1
2
1+C2+1+CZ+1
2
105,
1+C2+2+C2+1
2
1 1+C2+2+C2+1
2
1+CZ+1+CZ+1
2
111'
1+C2+2+C2+1
2
1 1+C2+2+C2+1
2
1+C2+f+C2+1
2
53-tw
36"
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
t3fr
+C2+1+C2+1
2
1+02+1+C2+1
2
1+C2+1+C.2+1
2
74"
1+C2+2+C2+1
2
1+C2+1+02+1
2
1+CZ+f+C2+1
2
84'
t+C2+2+C2+1
2
1+G2+1+C2+1
2
1+C2+1+C2+1
2
Sir
108-3w
1+C2+2+C2+1
2
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+3+C2+1
2
1+C2+2+C2+1
2
f+C2+2+C2+1
2
1oe'
i+C2+3+C2+1
2
I+C2+2+C2+1
2
1+C2+2+C2+1
2
111'
1+C2+3+C2+1
2
1+C2+2+C2+1
2
1+C2+2+C2+1
2
m
38�l6'
1+02+i+C2+1
2
1+02+1+C2+1
2
1+C2+1+G2+i
2
U
1+C2+1+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
74'
84"
1+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
t+C2+2+C2+1
2
1+C2+1+C2+1
2
1+C2+1+C2+1
2
fib'
1+C2+2+02+1
2
1+02+2+C2+1
2
1+C2+1+C 2+i
2
10"fr
1+C2+3+C2+1
2
1+C2+2+C2+1
2
1+C2+2+C2►1
2
lair
1+CL+3+C2+1
2
1+CZ+2+fZ+1
2
1+C.2+2+C2+1
2
iii"
1+C2+3+C2+1
2
1+C2+2+f2+1
2
1+C2+2+C2+1
2
53-118,
48'
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+CZ+1
3
8a'
1+C2+1+C2+1
3
1+CZ+1+C2+1
3
1+C2+1+C2+1
3
74`
t+C2+2+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
84"
1+C2+2+C2+1
3
1+C2+1+CZ+1
3
1+C2+1+C2+1
3
w
f+GZ+3+C2+1
3
1+C2+2+C2+1
3
1+C2+1+C2+1
3
106318"
1+C2+3+CZ+1
3
1+C2+2+C1+1
3
i+C2+2+C2+1
3
f03'
1+C2+3+C2+1
3
1+C2+2+02+1
3
1+02+2+C2+1
3
1I1'
1+C2+3+02+1
3
1+C2+2+C2+1
3
i+C2+2+C2+1
3
63-1/8"
1+C2+1+C2+1
3
1+C2+1+02+1
3
1+C2+1+C2+1
3
80"
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
74"
1+C2+2+02+1
3
1+C2+1+C2+1
3
1+C2+i+C2+1
3
84
1*02+2+C2+1
3
1+C2+1+C2+1
3
I-C2+1+C2+1
3
w
i+02+3+C2+1
3
i+C2+2+C2+1
3
I+C2+1+C2+1
3
106aw
1+C3+3+C3+1
3
1+C2+2+C2+1
3
1+C2+2+C2+1
3
1t18'
1+C3+3+03+1
3
1+C2+2+C2+1
3
1+C2+2+02+1
3
III,
t+C3+3+03+1
3
1+C2+2+C2+1
3 1
1+C2+2+02+1
3
53.1/$'
64`
1+CZ+1+C2+1
3
t+C2+1+CZ+1
3
1+02+1+C2+1
3
87
1+02+I+C2+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
74'
84'
1+C2+2+C2+i
3
1+02+1+C2+1
3
1+CZ+1+C2+1
3
1+C3+2+C3+1
3
1tC2+1+G2+1
3
1+CZ+1+C2+1
3
98'
1+C3+3+C3+1
3
1+C2+2+C2+1
3
1+C2+1+CZ+1
3
f083/8'
1+03+3+C3+1
3
1+C2+2+C2+1
3
1+C2+2+C2+1
3
108'
l+C3+3+C3+1
3
1+C2+2+C2+1
3
1+CZ+2+C2+1
3
III,
1+C3+3+C3+i
3
1+C2+2+C2+1
3
1+C2+2+C2+1
3
53418'
6v
1+C2+1+tZ+1
3
1+02+1+C2+1
3
1+02+1+C2+1
3
60r
1+C2+1+C2+1
3
1+C2+1+C2+1
3
1+CZ+1+C2+1
3
W
f+C3+2+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C2+1
3
or
1+C3+2+C3+1
3
1+C2+1+C2+1
3
1+C2+1+C1+1
3
48'
1+C3+3+C3+1
3
1+C2+2+C2+1
3
1+C2+1+02+1
3
1083l8'
1+C3+3+C3+1
3
1+C2+2+C2+1
3
1+C;2+2+C2+i
3
108"
1+C3+3+C3+1
3
i+C2+2+C2+1
3
I+C2+2+C2+1
3
ill'
1+C3+3+CB+1
3
1+C2+2+C2+1
3
1+C2+2+C2+1
3
53-1/6"
1+C2+1+CZ+1
3
1+C2+1+C2+1
3
1+C2+1+CZ+1
3
Mr
1+C3+I+C:3+i
3
i+C2+1+C2+1
3
1+C2+1+C2+1
3
74`
1+C3+2+C3+4
3
1+C2+I+C2+1
3
1+02+1+C2+1
3
84'
1+C3+2+C3+1
3
1+C2+1+C2+1
3
1+CZ+1+C 2+1
3
wor1+C3+3+C3+1
3
1+02+2+C2+1
3
1+C1+1+CZ+1
3
06-w
1+C3+3+C3+1
3
1+C2+2+C2+1
3
f+C2+2+G2+1
3
108'
1+C3+3+C3+1
3
1+C2+2+02+1
3
I+C2+2+C2+1
3
111-
C3+3 i++C3+1
3
1+C2+2+C2+1
3
I+C2+2+C2+1
3
TABLE KEY:
X O X
1+C2+2+C2+1 3 —ANCHOR QUANTITY PER .IAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (2) ANCHORS AT FIXED SECTION.
(8) ANCHORS TOTAL AT HEAD AND SILL.
(4" MIN. O.C. ANCHOR SPACING)
25 314" MAX.
—+-� [-*--4" MIN., 10-1i2" MAX.
9" MAX. X O X
T_
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY.
OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD & SiLL: 101/2" MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE.
25 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 221/2"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS.
4) 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.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0411.06
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A. LYNN MILLER, P.E.
P.E.# 58705
SERIES 101 OUTSWING, IMPACT RESISTANT
FRENCH DOOR AND SIDE LITE
1) GLAZING OPTIONS: SEE BELOW.
2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO.
4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR
ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC, CURRENT EDITION.
5) SHUTTERS ARE NOT REQUIRED.
6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S
8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING
JURISDICTION (AHJ).
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT
(LBSIFT2) FOR THE OPENING USING THE ASCE-7 STANDARD.
2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE
UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES.
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
DESIGN PRESSURE FROM STEP 1.
3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS
SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING
DETAILS ON THIS SHEET.
4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES
REQUIRED.
5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14
& 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS.
3/8" NOM.
GLASS STACK
3/16" HS GLASS -
.090" PVB1 OR PVB2
INTERLAYER
1/8" AN OR HS GLASS -
EXTERIOR
3/6- LAMI NOW
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1 - 4
ON SHEET 2
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
rA 1 C A
Min.
Anchor
Anchor Type
Frame
Substrate
Min. Edge
Embedment
Group
Member
Distance
or Metal
Thickness
" F Gorm
A9
Concrete m n. sl
-
1
Fy==155 ksi, F„= 7 ksi
Jamb
Hollow Block ( TM C90)
1-314"
1-114"
92
All
'Concrete (min. 3.35 ksi)
1-314"
1-3/4"
1/4" 410 SS Eico CreteFiex®
Jamb
Hollow Block (ASTM C90)
1-3/4"
1-114"
All
Southem Pine (SG = 0.55)
1"
F =127.4 ksi, Fu= 189.7 ksi
All
Southem Pine (SG = 0.55)
9116"
1-3/8"
3
$912 Steel SMS (Gr. 5)
All
6063-T5 Aluminum
3/8"
1 /8"
1) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
wyUL5 / J IAN UAKUJ UJtU:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-09
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
•AISC 360-10
3/16" HS GLASS
.090" PVB1 OR PVB2_
INTERLAYER
316" AN OR HS GLASS
1/2" GLASS
BITE
GLASS TYPE A, (PVB1),
GLASS TYPE B, (PVB2)
AN = ANNEALED
HS = HEAT -STRENGTHENED
TP = TEMPERED
7/16" NOM.
GLASS STACK
1 /2" GLASS
BITE
EXTM10R 7/16" LAMI NOM.
GLASS TYPE C, (PVB1),
GLASS TYPE-D,. (PVB2)
GENERAL NOTES............1
GLAZING DETAILS ...........
1
DESIGN PRESSURES......
2
VERT. SECTIONS.............3
HORIZ. SECTIONS...........
4
PARTS LIST ......................
5
EXTRUSIONS ...................
6
ANCHOR QUANTITY........
7-13
INSTALLATION .................
14-15
13/16" NOM.
GLASS STACK
1 /8" HS GLASS
1/4" AIR SPACE
3/16" TP GLASS ____\
J
3116" HS GLASS
.090" PVB1
OR PVB2
INTERLAYER
112" GLASS
BITE
'a
EXTEROR 13/16" LAMI IG NOM.
GLASS TYPE E
PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC.
PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
MODUC r RMSM
gas t'7-
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TABLE 1:
DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES
X FRAME XX FRAME FRAME HEIGHT
WI WIDTH 68 - 79 3J4" 87 314" 91 3J4" 8° - 95 3/4"
° 37 1J ` 6° 71 314 +75.0 -75.0 5.0 -75. 75.0 -75. Q 75.0 -75.0 75.0 -75.0
rA QI C 7
DESIGN PRESSURES FOR REINFORCED SIDE LITES
GLASS
TYPES
FRAME
WIDTH
FRAME
HEIGHT
68 - 79 3/4"
7° - 83 3/4"
87 3/4"
91 3/4"
80 - 95 3/4"
27 3/4"
+75.0
-75.0
+75.0
-75.k+7501
+75.0 -75.0
+75.0
-75.0
A
36 1/8"
+75.0
-75.0
+75.0
-75.
+67.6 -67.6
+64.2
-64.2
36 314"
+75.0
-75.0
+74.9
-74.
66.6 -66.6
+63.1
-63.1
36 3/4"
+75.0
-75.0
+75.0
-75.
+75.0 -75.0
+75.0
-75.0
FOR MAX. SIZES OF COMBTRED UNITS, SEE SHEETS 10-13,
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ).
EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B,
REINFORCED,
33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4"
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
SIDE LITE DESIGN PRESSURE = +75 / -75 PSF
OVERALL DESIGN PRESSURE = +75 / -75 PSF
EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF
SIDE LITE DESIGN PRESSURE = +47.2 / -47.2 PSF
OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF
EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A,
32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
r AQI C 7
DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME HEIGHT
6' - 79 3/4"
70- 83 3/4"
87 314"
91 34V"
80 - 95 314"
2° 251/2"
q° 47 34'
+58,6 ° -58.6
+55.4 -55.4
+52.4 -62.4
+49.8 -49.8
+47.4
-47.4
271/2"
51 314"
+54.9 -54.9
+51.8: -51.8
+49.0 1 49.0
+46.5 -46.5
+44.3
-44.3
291/2"
55 34'
+51.7' -51.7
+48.8 -48.8
+46.1 ` -46.1
+43.8 -43.8
+41.6
-41.6
26 31 1/2"
50 59 3/4"
+49.0 € -49.0
+46.2 '; -46.2
+43.6 -43.6
41.4 `:. -41.4
+39.3
-39.3
28 33112"
54 63 314"
+411 = -43.1
+43.1 -43.1
+41,5' -41.5
+39,3 -39.3
+37.3
-37.3
35112"
67 314'
+38,1 -38.1
+38,1 ': -38.1
+38.1 -38.1
+37.5 -37.5
+35.6
-35.6
30 371/2"
1 6° 713/4"
+34.0 -34,0
+34.0 -34.0
+34.0 -34.0
+34.0 -34.0
+34.0
-34.0
TART E 4:
DESIGN PRESSURES FOR UNREINFORCED SIDE LITES
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
68 - 79 3/4"
70- 83 3/4"
87 3/4"
91 3/4"
80- 95 3/4"
10 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0 i
-75.0
+75.0
-75.0
12 3/4"
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0 1
-75.0
+75.0
-75.0
ORE A' B, D
19"
+72.4
-72.4
+68.5
-68.5
+65.0
-65.0
+61.9
-61.9
+59.0
-59.0
21 3/4"
+64.5
-64.5
1 +61.0
-61.0
+57.8
-57.8
+55.0
-55.0
1 +52.4
-52.4
27 3/4"
+52.9
-52.9
+49.9
A9.9
+47.2
-47.
+44.7
-44.7
+42.6
42.6
36 1/8"
+35.2
-35.2
+35.2
-35.2
+35.2
-35.2
+35.2
1 -35.2
+34.4
-34.4
36 3/4"
+34.0
-34.0
+34.0
1 -34.0
1 +34.0
-34.0
+34.0
-34.0
+34.0
-34.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13.
EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A,
REINFORCED,
68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF
OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X
95-3/4" SIDE LITES
DOOR DESIGN PRESSURE = +34 / -34 PSF
SIDE LITE DESIGN PRESSURE = +34 / -34 PSF
OVERALL DESIGN PRESSURE = +34 / -34 PSF
EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A,
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
NOTES FOR ALL CONFIGURATIONS:
1) FOR CONFIGURATIONS WHICH
CONTAIN A SIDE LITE TO DOOR
CONNECTION, (XO, OX, XXO, OXX,
OXO, OXXO), THE LOWEST DESIGN
PRESSURE SHALL PREVAIL.
2) FULL LENGTH REINFORCEMENT
(ITEM 22 SHOWN IN SECTION E-E,
SHEET 4), IS REQUIRED AT DOOR
TO SIDE LITE CONNECTIONS,
WHEN USING TABLES 1 & 2.
3) DOOR AND SIDE LITE
COMBINATIONS FROM TABLES 3
AND 4 DO NOT REQUIRE
REINFORCEMENT ITEM 22.
4) DESIGN PRESSURES UNDER 40
PSF ARE NOT APPLICABLE IN
MIAMI-DADE COUNTY.
5) FOR DOOR -ONLY
CONFIGURATIONS (X, XX), ONLY
TABLE 1 IS APPLICABLE.
REINFORCEMENT, PART #22, IS
NOT REQUIRED.
6) FOR SINGLE, STAND-ALONE
SIDE LITES (0), ONLY TABLE 2 IS
APPLICABLE. REINFORCEMENT,
PART #22, IS NOT REQUIRED
7) CONFIGURATIONS WHERE THE
DOOR LOCKSTILE ABUTS A
SIDELITE ARE NOT AVAILABLE
WITH REINFORCEMENT.
8) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE SIZE.
(E.G. FOR 32" "X" DOOR WIDTH IN
TABLE 3, USE 33-1/2")
A. A" LAM (1/8" A, .090 PVB, 3 6" HS
C. 7/16" LAM (3/16" A, .090 PVB, 3/16" HS)
D. 7/16" LAM (3/16" HS, .090 PVB, 3/16" HS)
E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS)
PRODJC I' REVISM
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P.E.# 58705
SPACING, SAME AS
JAMB ANCHOR SPACING
(SEE SHEETS 7, 8 AND 9)
SEE NOTE 3,
THIS SHEET
MAX. SL FRAME WIDTH — �{
HORIZ. (DOOR W! SIDE LITE)
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE 'X'
DOORS.
REINFORCEMENT
MAX. SL FRAME WIDTH NOT REQUIRED FOR
STAND-ALONE 'O'
MAX; _
DLO
SL SECT. F-F
HORIZ. (SINGLE SIDE LITE)
INTERIOR
EXTERIOR
NOTES:
1) CLEAR OPENING FOR 'X' AND 'XX DOORS AS FOLLOWS:
WIDTH:
'X' DOORS = DOOR FRAME WIDTH - 5.646
'XX' DOOR = DOOR FRAME WIDTH / 2 - 4.079
HEIGHT:
DOOR FRAME HEIGHT-3.259"
2) SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN
ASSEMBLED TO MAKE 'XO','OX%'OXO"XXO','OXX'AND 'OXXO'
CONFIGURATIONS.
3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR
AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2,
SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS
FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O'
'X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2.
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`SZONAL EN
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A. LYNN MILLER, P.E.
P.E.# 58705
ITEM
DWG # jPGT#
DESCRIPTION
1
9438 160411
FRAME
HEAD
2
1010
60300
WSTP.,Q-LON .190 X.375 HIGH
3
7070
67070K BULB
WEATHERSTRIP .187 X .300 HIGH
4
955
7955X FLUSHBOLT
STRIKEPLATE
5
938
7938X 2
PT. LOCK STRIKEPLATE
6
956
7956A FRAME
HEAD STRIKEPLATE BACKING PLATE
7
7632X12FPXP #8-32
X.500 PH. FL. MS - S.S. WISILICONE PATCH
8
995
70995
GASKET (BETWEEN THRESHOLD & FRAME JAMB)
9
996
70996
GASKET (BETWEEN HEAD & FRAME JAMB)
10
952A
M3016
FILLER HEAD ADAPTER
11
11000
611600M
OUTSWING THRESHOLD
12
1670
671670
WSTP, .350 RD FOAM FILL TSLOT MSBURY#32011
13
11004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER .065 @ THRESHOLD, OPTIONAL
15
11002A
411002A
ACETAL SPACER .095 Q THRESHOLD, OPTIONAL
16
11003A
411003A
ACETAL SPACER .140 @ THRESHOLD, OPTIONAL
20
915D
60380
FRAME JAMB (OUTSWING)
21
1010 160300
WSTP.,Q-LON .190 X.375 HIGH
22
SW8 166608M
REINFORCEMENT, 1.D0D X 2.750 X0.650, 6061-T5
23
1140 178M
12PSATS
#8 X 1.500 PH SQ A T/S
24
1048 171048
JAMB SCREW COVER CAP
25
930 141721N
STRIKE PLATE INSERT
26
1118 171OX34PFA
#10 X.750 PH. FL. SMS
27
7070 167070K
BULB WEATHERSTRIP .187 X .300 HIGH
30
910D 16910
DOOR PANEL, TOP & BOTTOM RAIL
31
911E 16911
DOOR PANEL, SIDE RAIL
32
917 17FFLMO
HINGE EXTRUSION
33
1178 171058FP
W,B
#10 X.625 PH. FL SMS
34
913A
160378M
TRUSS CLAMP
35
1130
16TRODA
5/16.18 THREADED ROD
36
990
17990NUTA
5/16-18 FLANGED HEX NUT
37
914A
160379M
WEATHERSTRIP CHANNEL
38
17834FPT
#8 X .75 PH. FL. TEK
39
997
170997
GASKET BETWEEN PANEL HEADISILL & PALL STILES)
40
1023
167924G
WSTP., .187 X .250 HIGH, FINSEAL
41
928
141720
SLIDE SOLTASSY.(INACTIVE PANEL ONLY)
42
1145
I76Xj2FPAW
#6 X.500 PH FL SMS TYPE BDS
43
1212
17PMGG
SILL DUST PLUG (INACTIVE PNL)
44
983B
6983
DOOR PANEL ASTRAGAL 1 (OUTSWING)
45
984B
6984
DOOR PANEL ASTRAGAL 2 (OUTSWING)
46
1213
6Q200K
WSTP.,Q-LON .190 X.200 HIGH
47
929
74UBLOK
LOOK SUPPORTASSY. (41707 & 41708)
48
1139
7634F
#6 X.750 PH. FL. SMS
49
982
FD2PTAY
2 PT. LOCK ASSY.
50
6R180FS
RUBBER SLEEVE
51
930
41721
STRIKE PL INSERT(INACTIVE PANEL)
52
931
7FRSPX
DEADBOLT STRIKE PLATE
53
1118
710X34PFA
#10 X.750 PH FL. SMS
54
957
17M7X
HANDLE STRIKE PLATE
55
1118
171OX34PFA
00 X.750 PH FL. SMS
60
920D
16920D
SIDELITE HEADER
61
921D
16921
SIDELITE SILL
62
916B
160381
SIDELITE JAMB
63
1155
1761POA
#8 X 1.000 QUAD PN. SMS
64
998
17998
HEAD GASKETS (STOCKING #70998)
65
999
7999
SILL GASKETS (STOCKING #709N)
66
934A
61641M
SIMLITE JAMB ADAPTER
67
#12 X 1.000 SHEET METAL SCREW
70
712653K
SETTIING BLOCK, 3132" X U4" X 1" W/PSA
71
71267K
SETTING BLOCK, 1/16" X 112- X 1" W/PSA
72
4222A
164222
BEAD, 7/16"
73
988
6988
BEAD, 318"
74
988
IG BEAD
92
9N
64986
BEAD, INTERIOR
93
1224
6TP247
BULB, THICK (USED IN EXTRUDED BEAD)
94
GLAZING
SILICONE, DOW 899 OR 983
95
GLASS, 3/8' LAMI - 1/8" A, .90 PVB, 3116" HS
96
GLASS, 318" LAMI -1/8' HS, .90 PVB, 3/16" HS
97
GLASS, 7116' LAW - 3116" A, .90 PVB, 3116" HS
98
GLASS, 7116" LAMI - 3116' HS, .90 PVB, 3/16" HS
102
11006A 141106A
JACETAL SPACER .295 C THRESHOLD, OPTIONAL
103
OFF -THE SHELF
IDEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL
104
OFF -THE SHELF
IHANDLEILATCH ASSEMBLY, MIN 7116" THROW, GR 3 STEEL
ITEMS # 17-1y, 1t3, zy, �b-b�, bts, oa, r5-la, t14-`J I � ya-Iv I hr<r= rvv r
USED AND ARE NOT PART OF THIS APPROVAL.
STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
EXT. GLASS
SILICONE
1/4" NOM.
KODISPACE
4SG TPS
INT. GLASS
MELT BUTYL
STRUCTUR
SILICO
FO3/16"
NOM.
W
AC8
DESICCA
SUPER
EXT. GLASS1
SPACER®NXT TM
BUTYL &
DESICCANT
FOAM
EXT. GLASS --\
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
INT. GLASS
ALUMINUM
REINFORCEMENT
DURASEAL®
82 SPACER
INT. GLASS
DESICCANT FILL AREA
1-- 5/16" NOM.
SILICONE SEAL
XL EDGETM
83 SPACER
INT. GLASS
Part #
Description
Material
80
Kommerling 4SG TIPS Spacer System
—See this
Sheet for
81
Quanex super Spacer nXr with Hot Melt Butyl
82
Quanex Duraseal Spacer
Materials
83
Cardinal A- Edge Spacer
REFERENCE TEST REPORI 5: F I L-611 r, 69bts & t5V(U
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S�9NAL EN�'``•
A. LYNN MILLER, P.E.
P.E.# 58705
1.750 --el
4.000
DOOR PANEL
30 TOP & BOTTOM RAIL
6063-T5
j-+--1.750
4.100
4.100
DOOR PANEL
31 SIDE RAIL
6063-T5
3.655
3.111�
.550
1.400 .050
1 0 FILLER HEAD ADAPTER
6063-T6
3.000
1.272 j
9
050 �L
FRAME HEAD
6063-T6
.050- 1
.079 1.489
.ass
3.000
11 OUTSWING THRESHOLD
6063 T6
1.500
.125
750
34 TRUSS CLAMP
6063-T5
5.459
6.085
i
1.750 -1
.675
DOOR PANEL
44 INTERIOR ASTRAGAL
6063-T5
� 3.100
60 SL HEADER
6063-T6
4.675
805 I�-
050
683
74 3/l6" GLAZING BEAD
6063-T5
j
1.479
L
50
3_100
61 SL SILL
6063-T6
1.7501
4.100
DOOR PANEL
45 EXTERIOR ASTRAGAL
6063-T5
-fI �-.363
.050
. �- 'If
683
%6 5/8" GLAZING BEAD
6063-T5
5.212
1.480 -1
2Q DOOR FRAME
JAMB
6063-T6
1.578
.890
050
3.000
1
62 SL JAMB
6063-T6
37 WEATHER
STRIP CHANNEL
6063-T5
0.375
2.125
125
32 HINGE
6063-T5
�.172
050
.683
L+1
1.092 f
74 IG GLAZING BEAD
6063-T5
.504
.830 � � .360
.055
13 OUTSWING THRESHOLD
CHANNEL COVER
6063-T6
2.980 2.750
.050
-- � 1.0100
i
650 .125 -
SL JAMB
66 ADAPTER 22 TUBE MULL
6063-T6 6063-T5
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* No.58705
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SZONAL l0N
A. LYNN MILLER, P.E.
P.E.# 58705
X DOORS,
ALL GLASS TYP
ANCHOR TYPE &
SUBSTRATE
2, 3, WOO
3ALUM
1 2 CONC
LOAD S
Q
m
Q
7
X
U
3
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X
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MAX
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
25.50
79.75
83.75
87.75
91.75
95.75
5 1
2 1
714
2
3
5
2 1
714
2
3
5
2
7
1 4
2
3
5
2
7
4
2
3
6
2
7
4
2
3
27.50
79.75
83.75
87.75
91.75
95.75
5 1
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
29.50
79.75
83.75
87.75
91.75
95.75
5
2
8
4
2
3
5
2
81
4
2
3
6
2
8
4
2
5
6
2
8
4
2
5
6
2
8
4
2
5
31.50
79.75
83.75
87.75
91.75
95.75
5
2
8
4
2
3
6
2
8
4
2
5
6
2
8
4
2
5
6
2
8
4
2
5
7
2
101
4
2
5
33.50
79.75
83.75
87.75
91.75
95.75
6
3
8
1 4
3
1 3
6
3
81
4
3
1 5
6
3
8
1 4
3
1 5
7
3
101
4
3
5
7
3
101
4
3
5
35.50
79.75
83.75
87.75
91.75
95.75
6
3
8
1 4
3
5
6
3
81
4
3
5
6
3
81
4
3
5
7
3
101
4
3
5
7
3
101
4
3
1 5
7.5
79.75
e
87.75
91.75
95.75
6
3
8
4
3
6
7
3
3
8
10
4
4
ZT
3
5
7
3
10
4
3
5
7
3
101
4
3
5
6"
MAX.
20-718"
MAX. O.C.
A^A
95-3/4"
MAX.
FRAME
HEIGHT
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
w
z
0
m
a
HEAD
ZONE "C"
J SILL
ZONE "C"
LOAD ZONES FOR
SINGLE DOOR, X
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN, O.C_ FOR CMU):
JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14.
a
LU
z
0
N
m
Q
Design Pressure
See Sheet 2, Table 1
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A. LYNN MILLER, P.E.
P.E.# 58705
TAMI C G-
XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WO
3 ALUM
1 2 CONC
LOAD
ZONES
Q
o
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JMAX
w
Q
X
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X
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
47.75
79.75
83.75
87.75
91.75
95.75
4
3
4
2
5
4
4
2
5
4
4
2
5
4
1 4
2
5
4
4
2
51.75
79.75
83.75
87.75
91.75
95.75
5
4
4
2
5
4
4
2
5
4
4
2
5
4
4
2
6
4
4
3
55.75
79.75
83.75
87.75
91.75
95.75
5
4
4
2
5
4
4
2
5
4
4
2
6
4
4
3
6
4
4
3
59.75
79.75
83.75
87.75
91.75
95.75
5
5
4
2
5
5
4
2
6
5
4
3
6
5
4
3
6
5
4
3
63.75
I
79.75
5
5
4
2
83.75
6
5
4
3
87.75
91.75
95.75
6
5
4.
6
5
4
3
6
4
3
67.75
79.75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
4
3
6
5
4
3
7
6
4
3
7
6
4
3
71.75
79.75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
4
3
6
5
4
3
7
6
4
3
7
6
4
3
20-7/8" MAX. O.C.
6„ 9" MAX. A3A
MAX
C-C
4
84-3/8"
MAX.
DLO
/
24-9/16\
/
MAX. DLO\
/
13-114" MAX.
23-1 /8"
MAX. O.C.
95-3/4"
MAX.
_ FRAME
HEIGHT
TYP. ELEVATION OF XX CONFIGURATION
ZONE "D" 9" nr-r%u
MAX. ZONE "D"
Q
w
z
91-3/4"
m
g
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
See Sheet 2, Table 1
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN.
O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM
ASTRAGAL CENTERS AND 20-7/8" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE
5) FOR ANCHORAGE DETAILS SEE SHEET 14.
EXAMPLE:
XX WITH GLASS TYPE A,
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR,
ANCHOR TYPE 3 INTO WOOD
DESIGN PRESSURE = +75 / -75 PSF,
SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS @ EACH JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
OSEE CIRCLED VALUES ON TABLE 6.
X = DENOTES ANCHOR LOCATION.
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No. 58705
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O E �� NAL0N�
A. LYNN MILLER, P.E.
P.E.# 58705
'T A01 C 7•
O SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD ZONES
iu
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MAX
SIDE LITE
FRAME
WIDTH IDTH
MAX
FRAME
10.75
79.75
83.75
87.75
91.75
95.75
4 1
4
1
4 1 1
4
1
4 1 1
4
1
4 1 1
4
1
4 1
4
1
12.75
79.75
83.75
87.75
91.75
95.75
4 2
4
2
4 2
4
2
4 i 2
4
2
4 t 2
4
2
4 I 2
4
2
19.00
79.75
83.75
87.75
91.75
95.75
4 i 2
4
2
4 1 2
4
2
4 2
4
2
4 j 2
4
2
4 2
4
2
21.75
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
27.75
79.75
83.75
87.75
91.75
95.75
5 1 2
4
2
5 I 2
4
2
5 1 2
4
2
6 i 2
4
2
6 ! 2
4
2
36.13
79.75
83.75
87.75
91.75
95.75
6 3
4
3
6 1 3
4
3
7 3
4
3
7 ( 3
4
3
7 3
4
3
36.75
79.75
83.75
87.75
91.75
95.75
6 i 3
4
3
6 3
4
3
7 3
4
3
7 3
4
3
7 ; 3
4
3
17-7/8'
MAX. O.C.
6" B-B
MAX. 3 i
i-
23-1/8"
MAX. O.C.
f- -
F-F
4
NOTES:
84-3/8"
MAX.
DLO
33-5/8"
MAX. DLO
B-B
3
36-3/4" MAX.
' 'SIDE LITE FRAME WIDTH '
13-1/4" MAX.
m
95-3/4"
w
Z
- MAX.
O
FRAME
m
HEIGHT
Q
TYP. ELEVATION OF
SINGLE SIDELITE, O
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
HEAD
ZONE "E"
Ea
w
Z
0
m
Q
J SILL
h ZONE "E"
LOAD ZONES FOR
SINGLE SIDELITE, O
2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8" MAX_ O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15.
Design Pressure
See Sheet 2, TaUe 2
fi
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LE�/A IONS,•ZONF ELEVATIONS•
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-10
O STA L� 6
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A. LYNN MILLER, P.E.
P.E.# 58705
XO & OX,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2 3, WOOD 3 ALUM
1,2, CONIC
LOAD ZONES
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X
MAX
SIDE LITE
FRAME
WIDTH
MAX'x
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4 2
7
5
4
2
3
4
4 2
7
5
4
2
3
4
4 2
7
5
4
2
3
4
4 2
7 1
5
4
2
3
4
4 2
7
6
4
2
3
4
12.75
27.50
79.75
83.75
87.75
91.75
95.75
4 2
7
5
4
2
3
4
4 2
7
5
4
2
3
4
4 2
7
5
4
2
3
4
4 2
7
6
4
2
5
4
4 2
7
6
4
2
5
4
19.00
29.50
79.75
83,75
87,75
91.75
95.75
4 3 1
8
5
4
2
3
4
4 3
8
5
4
2
3
4
4 3
8
6
4
2
5
1 4
4 1 3
8
6
4
2
5
1 4
4 3
8
6
4
2
5
4
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4 I 3
8
5
4
2
3
4
4 3
8
6
4
2
5
4
4 3
8
6
4
2
5
4
5 3
8
6
4
2
5
4
5 3
10
7
4
2
5
4
27.75
33.50
79.75
83.75
87.75
91.75
95.75
5 3
8
6
4
2
3
4
5 3 3
8
6
4
2
5
4
5 I 3
8
6
4
2
5
4
6 3
10
7
4
3
5
4
6 3
10
7
4
3
5
4
36,13
35.50
79.75
83.75
87.75
91.75
95.75
6 4
8
6
4
3
5
4
6 4
8
6
4
3
5
4
7 5
8
6
4
3
5
4
7 5
10
7
3
5
4
7 5
10
7
4
3
5
4
36.75
37.50
79.75
83.75
-87.75
91.75
95.75
6 1 4
8
6
4
3
5
4
6 4
8
6
4
3
5
4
7 5
10
7
4_
-3-
5
1 4
7 5
10
7
4
3
E7 5
10
7
4
3
5
1 4
ANCHOR QUANTITIES FOR I Fit L)U UK ANU CAW: LI I t I v tit
DETERMINED INDEPENDENTLY.
20-7/8" MAX. O.C.
6"
MAX.
23-1/8"
MAX. O.C.
9" MAX.
6" MAX.
AA -A B-B-B
84-3/8"
MAX. DLO /
/ E-E
/ 4
L
24-9/1 fi"
MAX. DLO
13-1 /4" MAX.
A -A
37-1/2" MAX. DOOR 3 \-fJ ITE/FRA E WIDTH 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH
73 1!2" MAX. DOOR +SIDE LITE FRAME WIDTH REINFORCEMENT.
TYP. ELEVATION OF XO CONFIGURATION 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE
(OX SIMILAR) ASSEMBLED.
H6EANID ZZON�� HEAD ZONE "E'
6" MAX.
SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
I
w
z
O
N
m
IS
33-5/8"
MAX. DLO
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreintorced: See Sheet 2, Tables 3 & 4
13-1l4" MAX.
-
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
-
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS
95-314"
FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C.
- MAX.
FOR CMU):
FRAME
JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND
HEIGHT
23-1/8" MAX. O.C.
HEAD & SILL.OF DOORS: 6" MAX. FROM CORNERS,
-
9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8"
O.C.
HEAD &SILL OF SIDE LITES : 6" MAX. FROM
CORNERS AND 24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
_
AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & 15.
m
LU
z
O
m
6 MAX.
9" MAX. 24-3/4"
SILL ZONE "D" SILL ZONE "E"
LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
(OX SIMILAR)
EXAMPLE:
XO WITH GLASS TYPE B,
36" X 84' SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE,
ANCHOR TYPE 3 INTO CONC.
DOOR DESIGN PRESSURE = +75 / -75 PSF
DOOR ANCHOR REQUIREMENTS FROM TABLE 8:
4 ANCHORS @ DOOR JAMB
4 ANCHORS @ SIDE LITE JAMB
5 ANCHORS @ DOOR PANEL @ HEAD
5 ANCHORS @ DOOR PANEL @ SILL
3 ANCHORS @ SIDE LITE @ HEAD
3 ANCHORS @ SIDE LITE @ SILL
OSEE CIRCLED VALUES ON TABLE 8.
X = DENOTES ANCHOR LOCATION.
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.,////'ONAL yEN.�`�.
A. LYNN MILLER, P.E.
P.E.# 58705
OXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD ZONES
i
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-
J
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Q 0
p
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-
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X
MAX
SIDE LITE
FRAME
WIDTH
MAX 'XMAX
DOOR
FRAME
WIDTH
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4 3 2
6
4
2
3
4 2
7
4
2
3
4 2
7
4
2
3
4 2
7
4
2
3
4 2
7
4
2
3
12.75
51.75
79.75
83.75
87.75
91.75
95.75
4 2
7
4
2
3
4 12
7
4
2
3
4 2
7
4
2
3
4 E 2
7
4
2
3
4 2
7
4
2
5
19.00
55.75
79.75
83.75
87.75
91.75
95.75
4 3
1 7
4
2
3
4 3
7
4
2
3
4 3
7
4
2
3
4' 3
7
4
2
5
4 1 3
8
4
2
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4 3
8
4
2
3
4 3
8
4
2
3
4 3
8
4
2
5
5 j 3
8
4
2
5
5; 3
8
4
2
5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5; 3
8
4
2
3
5 1 3
8
4
2
5
5 3
8
4
2
5
6 j 3
8
4
3
5
6 3
101
4
3
5
36.13
67.75
79.75
83.75
87.75
91.75
95.75
6 1 4
8
1 4
3
5
6 4
8
4
3
5
7 i 5
8
4
3
5
7 5
10
4
3
5
7 1 5
10
4
3
5
36.75
71.75
- -
79.75
83.75
-87.75
91.75
95.75
6 1 4
8
4
3
5
6 j 4
9
4
3
5
7 -5
9
4
3-
5-
7 5
10
4
3
5
75
101
4
3
5
ANGIIUK UUAN I I I ItJ I -UK I Mr- UUUM 1VVU attic Ll I c i U Pc
DETERMINED INDEPENDENTLY.
20-7/8" MAX. O.C.
6" 6" MAX.
MAX. Imo- I t I
23-1 /8"
MAX. O.C.
1
w
z
0
m
Q
33-5/8"
MAX. DLO
I
\ 84-3/8"
MAC. DLO
\ E4 �
24-9/16%,
1AX. DLO \
6" MAX.
6" MAX.
B-B I I
3 1 1
I I I I i A A i I B-B I
36-314" MAX. SIDE 3 3
LITE FRAME WIDTH 37-1/2" MAX. DOOR
FRAME WIDTH
109-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXO CONFIGURATION
(NOT AVAILABLE WITH REINFORCEMENT)
HEAD HEAD HEAD
ZONE "E" ZONE "F" ZONE "E"
/
/
SILL
I I
ZONE"E" ZONE"F" ZON E"E"
LOAD ZONES FOR OXO CONFIGURATION
24-3/4" MAX. O.C.
13-1/4" MAX.
95-3/4"
MAX.
FRAME
HEIGHT
NOTES:
Design Pressure
Reinforced: I NIA
Unreinforced: I See Sheet 2, Tables 3 & 4
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS
(4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8"
MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.
FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND
24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE
SIZE.
m
z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
0 14 & 15.
m
Q 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A
SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED.
••••••
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` * No.58705
OT . w
"l11111% W
A. LYNN MILLER, P.E.
P.E.# 58705
XXO & OXX, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2. 3, WOOD
3 ALUM
1,2, CONC
LOAD
ZONES
c
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2 i Q
Q w
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O 1 0
m
Q
X
❑ S LL
_I i J
o I '❑
w l w
x z
X 1 X
MAX
SIDE LITE
FRAME
WIDTH
MAX ')v
DOOR
FRAME
WIDTH
M AX
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2
4
3
6
4 2
4
2 1 3
4
2
5
4
7
4! 2
4
2 1 3
4
2
5
4
7
4 11 2
4
2 11 3
4
2
5
4
7
4 2
4
2 3
4
2
5
4
7
4 2
4
2 1 3
12.75
51.75
79.75
83.75
87.75
91.75
95.75
4
2
5
4
7
4 2
4
2 3
4
2
5
4
7
4 2
4
2 i 3
4
2
5
4
7
4 2
4
2 1 3
4
2
5
4
7
4 2
4
2' 3
4
2
6
4
7
4 2
4
3 1 5
19.00
55.75
79.75
83.75
87.75
91.75
95,75
4
3
5
4
7
4 2
4
2 3
4
3
5
4
7
4 2
4
2 3
4
3
5
4
7
4 2
4
2 3
4
3
6
4
7
4 2
4
3 1 5
4
3
6
4
8
4 1 2
4
3 5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
5
5
8
4 2
4
2 13
4
3
5
5
8
4 i 2
4
2 3
4
3
6
5
8
4 1 2
4
3 1 5
5
3
6
5
8
4 2
4
3 5
5
3
6
5
8
4 j 2
4
3 5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5
3
5
5
8
4 2
4
2 1 3
5
3
6
5
8
4 1 2
4
3 i 5
5
3
6
5
8
4 2
4
3 1 5
6
3
6
5
8
4! 3
4
3 1 5
6
3
7
6
10
4 3
4
3 t 5
36.13
67.75
79.75
83.75
87.75
91.75
95.75
6
4
6
5
8
4 3
4
3 5
6
4
6
5
8
4 3
4
3 5
7
5
6
5
8
4 3
4
3 5
7
5
7
6
101
4 1 3
4
3 5
7
5
7
6
101
4 3
4
3 5
36.75
71.75
79.75
83.75
87.75
91.75
95.75
6
4
6
5
8
4 i 3
4
3 5
6
4
6
5
9
1 4 3
4
3 1 5
7
5
6
5
9
4' 3
4
3 1 5
7
5
7
6
10
4 3
4
3 1 5
r 7
1 5
1 7
6
10
4 3
4
3 5
ANGHUK WAN I I I It,> t-UK I f7C UUUR NIVu JIUG LI I c I U OF -
DETERMINED INDEPENDENTLY.
9" MAX.
20-718' MAX. O.C.
6" MAX. 9" MAX.
A -A
_
23-1 /8"
MAX. O.C.
C-C
4
i
w
z
0
m
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
24-3/4" MAX. O.C. Unreintorced: See Sheet 2, Tables 3 & 4
I
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SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
843M"
MAX. D.l_O
/ E-E
/ 4
24-9/16\
/
33-5/8"
MAX. DLO\
/
MAX. DLO
1\ J
IT,
6" MAX.
23-1 /8"
MAX. DLO
95-3/4"
_ MAX.
FRAME
HEIGHT
I I A A I I I B-B I I
3 3 36-3/4" MAX.
71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH
107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF XXO CONFIGURATION
(OXX SIMILAR)
HEAD HEAD HEAD
ZONE "D" ZONE "F" ZONE "E"
SILL SILL SILL
ZONE* D" ZONE F" ZONE" E"
LOAD ZONES FOR XXO CONFIGURATION
(OXX SIMILAR)
m
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NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS
FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C.
FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM
CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES : 6" MAX. FROM
CORNERS AND 24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & 15.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
ABUTS A SIDE LITE ARE NOT AVAILABLE WITH
REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE
ASSEMBLED.
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TABLE 11
OXXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2' 3, WOOD 1
3 ALUM
1 2 CONC
LOAD ZONES
m
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XX
X
SIDE LITE
FRAME
WIDTH
MAX 'XK
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2 1 6
4
2
3
4
2 7
4
2
3
4
2 j 7
4
2
3
4
2 f 7
4
2
3
4
2 7
4
2
3
12.75
51.75
79.75
83.75
87.75
91.75
95.75
4
2; 7
4
2
3
4
2 `•:. 7
4
2
3
4
2 i 7
4
2
3
4
2 i 7
4
2
3
4
2 7
4
2
5
19.00
55.75
79.75
83.75
87.75
91.75
95.75
4
3 7
4
2
3
4
3 7
4
2
3
4
3 7
4
2
3
4
3 i 7
4
2
5
4
3 8
4
2
5
21.75
59.75
79.75
83.75
87,75
91.75
95.75
4
3 j 8
4
2
3
4
3 8
4
2
3
4
3 i$
4
2
5
5
3 i 81
4
2
5
5
3 8
1 4
2
1 5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5
3; 8
4
2
3
5
3 8
4
2
5
5
3 8
4
2
5
6
31 8
4
3
5
6
3! 101
4
3
1 5
36.13
67.75
79.75
83.75
87.75
91.75
95.75
6
4' 8
4
3
5
6
4 8
4
3
5
7
5 8
4
3
5
7
5 10
4
3
5
7
5 10
4
3
5
36.75
71.75
-
79.75
83.75
-87.75-
91.75
95.75
6
4 8
4
3
5
6
4 j 9
4
3
5
-7--5-
� 9
4
3
' 5-
7
5 1 10
4
3
7
5 10
4
3
5
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
6"
MAX.
23-1 /8"
MAX. O.C.
T- �
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4
23-1/8"
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I� 9" A
MAX. 20-7/8"- Mom' f I� 24 3/4"
SILL 6" MAX. j�--
ZONE "E" SILZONE "I" F" SILL ZONE
ZONE "F"
20-7/8" MAX. O.C.
t6" MAX.
B-B
31
9" MAX.
9" MAX.
A -A
3
9" MAX.
I l-
24-3/4" MAX. O.C.
/
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SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
84-3/8"
MAX.
DLO
\ C-C
\ 4
/ 4
\
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24-9/16X
/
33-5/8"
MAX. DLO\
/
MAX. DLO
B-B A -A
3 3
36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH
LITE FRAME WIDTH
143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXXO CONFIGURATION
HEAD HEAD HEAD
�- ZONE "E" ZONE "F" ZONE "F"
HEAD
ZONE "E" -�
6" MAX.
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
w
z
O
m
Q
95-3/4"
MAX.
FRAME
HEIGHT
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinforced: I See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR
TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON
SPACING AS FOLLOWS (4" MIN. O.C. FOR
CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4" MAX. FROM
CORNERS AND 23-1/8" MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES : 6" MAX.
FROM CORNERS AND 24-3/4" MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS
SEE SHEETS 14 & 15.
6) CONFIGURATIONS WHERE THE DOOR
LOCKSTILE ABUTS A SIDE LITE ARE NOT
AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE
ASSEMBLED.
EXAMPLE:
OXXO WITH GLASS TYPE B,
71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR
WITH (2) 36-3/4" X 95-3/4" SIDE LITES,
ANCHOR TYPE 2 INTO CONCRETE,
DESIGN PRESSURE = +34 / -34 PSF,
SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS @ EACH SIDE LITE JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
3 ANCHORS EACH SIDE LITE @ HEAD
3 ANCHORS EACH SIDE LITE @ SILL
OSEE CIRCLED VALUES ON TABLE 11.
X = DENOTES ANCHOR LOCATION.
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EDGE DISTANCE �-
2X WOODIJ SEE TABLE
BUCK, NOTE 1 A, SHEET 1 -
_ I WOOD
BUCK, NOTE 1
EDGE
DISTANCE
EMBEDMENT
EDGE[
SEE TABLE
A, SHEET 1
EMBEDMENT L�z
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1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM
DOOR HEAD (WOOD)
EMBEDMENT
—
__I MAX. SHIM �
EDGE DISTANCE
STAGGERED
ANCHORS
2X WOOD
BUCK, NOTE 1
DOORJAMB(WOOD)
SEE TABLE A, SHEET 1
�1/4" MAX. SHIM
.1
EMBEDMENT
2X WOOD
EDGE DISTANCE BUCK, NOTE 1
DOOR SILL (WOOD)
SEE TABLE
A, SHEET 1
DOOR HEAD (CONC)
EMBEDMENT �{
114" MAX. SHIM -I
STAGGERED
ANCHORS
EDGE DISTANCE
1X WOOD
BUCK, NOTE 1
DOOR JAMB (CONC)
SEE TABLE A, SHEET 1
�1/4" MAX.
SEE TABLE
A,SHEET 1
EMBEDMENT
�--►� EDGE DISTANCE
DOOR SILL (CONC)
kBLE
ET 1
DOOR HEAD (ALUMINUM)
ffa
STAGGERE
ANCHOR
A, SHEET 1
DGE DISTANCE
DOOR JAMB (ALUMINUM)
FSEE TABLE A, SHEET 1
EDGE DISTANCE
14" MAX. SHIM
SEE TABLE
A, SHEET 1
DOOR SILL (ALUMINUM)
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE 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. ;
EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)
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2X WOOD EDGE DISTANCE
BUCK, NOTE 1
EMBEDMENT
�1/4" MAX. SHIM
SEE TABLE
A, SHEET 1
SIDE LITE HEAD (WOOD)
EMBEDMENT
[EDGE DISTANCE
;EE TABLE
,, SHEET 1
BUCK, NOTE 1
SIDE LITE JAMB (WOOD)
TABLE A, SHEET 1
/4" MAX. SHIM
EMBEDMENT
EDGE DISTANCE BU WOOD
CK,NOTE1
SIDE LITE SILL (WOOD)
SEE TABLE —EDGE DISTANCE
A, SHEET 1 e
EMBEDMENT
1X WOOD BUCK, 1/4" MAX. SHIM
NOTE 1
SEE TABLE
A, SHEET 1
SIDE LITE HEAD (CONC)
EMBEDMENT
1/4" MAX. SHIM
SEE TABLE EDGE DISTANCE
A, SHEET 1
q t
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SEE TABLE
A, SHEET 1
1X WOOD BUCK, NOTE 1
SIDE LITE JAMB (CONC)
SEE TABLE A, SHEET 1
IX WOOD
BUCK, NOTE 1 �1/4" MAX. SHIM
SEE TABLE
A, SHEET 1
EMBEDMENT
v �+---�— EDGE DISTANCE
SIDE LITE SILL (CONC)
:DGE DISTANCE
SEE TABLE
A, SHEET 1
14" MAX. SHIM
ABLE
ET 1
SIDE LITE HEAD (ALUMINUM)
SEE TABLE
A, SHEET 1
EDGE DISTANCE
E TABLE
SHEET 1
SIDE LITE JAMB (ALUMINUM)
SHEET 1
/4" MAX. SHIM
SEE TABLE
A, SHEET 1
SIDE LITE SILL (ALUMINUM)
1. WOOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). _
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE 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.
a EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)
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