HomeMy WebLinkAbout21-30365335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-003036-2021
Issue Date:
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE()
]KERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
INSTR# 0R BK10458 P,31739 Page 1 of 1
10/1112021 04:51 PM Root: 23630BU Rec: 10,00 IDS: 0,00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit Number
Parcel ID Number
_8 — �ala) .___.w_
NOTICE OF COMMENCEMENT
State of FI 'd
County of" mm
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713,13 of the
Florida Statutes, the following information is provided in this NOTICE OF COOMENCEMENT,
I .Doscrlptlon Of Property (legal description): _Q2
8) Street (job) Address:
2,General description of improvements: Replace Size for Size Window6
3.Owrroor Infore attain or Lessee Information If the Lessee contracted
a) Name and address:
b) Name and address of
foe simple titlebolder (if different than Owner gets 'd above)
G) Interest In property: owner
44antractor Information
8) Name and address., Weather Tire Windows 2119 W. Columbus Dr, Tampa, FL 03607
b) Telephone No,:
Fax 813-908-0134
a) Name and address: NIA
b) Telephone No.:
c) Amount of Bond: $
6.Lender
a) Name and address: WA
0 Telephone No,:
7, Persons within the State of —Finrtdj dijjssjna—ted
Outer upon wham n6111—ces oiojii-er-jocurce-n`t-s may be served as pui—vided by 50ci Iron
71313 (1) (a) 7,, Florida Statutes:
a) Name and address: Ni'A — -- -------
b) Telephone %:
8-a-In additionto himself Fax No,: (optional)
o
to receive a copy of the Lienor's Notice as provided in Section 713,13 (1) (b), Florida Statutes,
b)PhonG Number of Person or entity designated by Owner: NIA
V. Expiration date of notice of commencement (the expiration date may
e date ot!2cord€n unless a differer
MADE BY
UNDER CHAPTER 713, PART 1,
TO YOUR PROPERTY, A NOTI
INSPECTION, IF YOL) INTEND
WORK OR RECORDING YOUR Ni
Under penalty of perury, I declare f6' at I 6V0 reW(Fthe -F10ieW1hq
knowledge and belief,
C-e
r or Lessee, or 6n ees or Lessee's
The foregoing Instrament w s acknowledged before me this
by � Dri`t�, mAxa. J
be before the con1joleflDn of constructionI - - - end - . florai - payment .- to - the
:TION 713.13, FLORIDA STATUTES, AND CAN-Ri3--U-L-T
IN YOUR
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
E OF COMMENCENIFIVT
zi
-7
stated therein are fju-elfo W�bsf @ �my
, C-1 ry, �-' r-
for Weather Tire Windows ;keer, tfusrW, sit' ey in fact)
as cantractor
me of Person)
t y P 0 1 h-o 1 4 1
for (
P - ,
(name Of Party oil behalf of whom lnstrujsentw�, t
Personally Known s oxocu 6d),
0 Produced ID
Type of ID OL \ j_CtD
Notary Signature
Print name
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Qepartment
f r '04
Date Received —
Phone Contact for Permitting 813 9Q8 0131
Owner's Name grimmer Barbara Ann & Eugene Elmer owner Prone Number 813-767-3708
Owner's Address 6614 FpXmoor Dr Zephyrhills, FL 33542 Owner Phone Number
Fee Simple Titleholder Name I N/A Owner Phone Number
Fee Simple Titleholder Address
6614 Foxmoor drive Zephyrhills, FL 33542 6 & FOLL DES
JOB ADDRESS LOT # 1PORofLOT551
SUBDIVISION Silver Oaks PARCEL ID# 03-26-21-0120-00000-0560
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8 ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
Replace Same Size Nan -Impact: 11 Windows and 2 Sliding Glass Doors
DESCRIPTION OF WORK
BUILDING SIZE �1 SO FOOTAGE = HEIGHT
BUILDING $ 27,133.000 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W R E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY OTHER �"
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
----
BUILDER NY Weather Tite Windows
SIGNATURE REGISTERED Y 7 N FEE CURREN Y/ N
Address License #
ELECTRICIAN N/A COMPANY
SIGNATURE REGISTERED �FIEREN �N��
Address License #
—�
PLUMBER N/A COMPANY
SIGNATURE REGISTERED Y (N FEE CURREN Y / N
Address License #-- —�
MECHANICAL N/A COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y; N
Address License #—T —�
OTHER NIA COMPANY
SIGNATURE REGISTERED�FIERREN Y f N
Address License #
tttt tt t it ttttttt tlttttt t #tEtttEttttttfttt Wit"
tt"Iff"
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms: R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Or -1
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement,
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterA/Vastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
1:1-VAII Z Vs lkylyi IIIII :GM#J :a I im :11 nolwl IT i 14 0 1 &Mfoxitel I] ta 11:141Z14 zawn I Juslon I � NJ ALI I *IN Imus] .1 r-'Iticts a 10 Ym Lit.] I I I i
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGEN 2, e-
Su6scrfaecl aff—swo rm ) before in his
bv
4hLo,s/.,e personal Ty -known to me or has/have produced
as identification.
JI
Notary Public
Commission No.
Warne of Notary typed, printed or stamped
SPEr NCER KASSSS
MMIQSIDN #GG- 121021
021
ndenvriters
d
Sub/crr0
d and sworn to Pirmed) before this
, S
, i Z f by—Z'0114 I-C-4 E t 41L 1-4 V V& A
Who Owe personally known to me or has/have produced
as identification,
Notary Public
Commission No.
Name of Notary -typed printed or stamped
SPENCER KASS
ISSION # GG 121021
P' ZES: Noveinber 1, 20241
ry ilublio, Underwriters
WO'
, k 119 W Columbus Drive - Tampa, Florida 33607 vu
WERHER1,11te" fj (941) 870-0619 - (813) 909-0131 1 � C C�
PURCHASE AGREEMENT
J%5 (727) 280-6029 - (800) 640-3161
MDBDM�� CCC# 1515941
-6 noy'l, mmcv) --
THIS CONTRACT made this by and between Weath Tile, (hereinafter referred to as "Seiler")
and Name: Gen - -94� Ut -, A LL—�±, —�iwn _0-Address, F0 � PAO u(- 5e
City: ,-).e I State: -�L Zip: Froti
Primary Phone:
Seller agrees tornareferred torls "Buyer")
accordance with labor neccssaiy to tall the same as set forth in the following Specifications and in
specifications listed on Exhibit A and/or Exhibit B.
5 � I ,Ntvs 4o, � rvo (4 (t , ( in V S q 0 o
\e,f,
r r p
-5
1\111 101A 0 L!loC
oll
I V dry'VV
kIA5
S,,4 y-
4--
-4-
6,T �T'U
5
Insla 11ation does cart include p a infing an d10 r staining, T11 is p rict, re acts all trade -it's, specials, and discounts.
TOTAL CASH PRICE $ DOWN PAYMENT AMOUNTS UNPAID BALANCE
AMOUNTFINANCED* $ (3 Sublect to civdilq1_713m val. tind avisfing -ales ),pill, q)jjj,0 ,illq i12,,lit,it ioil.
IF CREDIT, NO. OF MONTHS CREDIT CARD #
CREDIT CARD TYPE
WONEW
BILLING ZIP
ME
I , Ally Juildar cifilds WnSllflacr credit contract is subiect to all clairci and defenses which the defacr could assert against the seller of goods or Servicesblamed pursuant hereto or with the proceeds hereof:Recovery hereunder by the oicbrorshall noul exceed amounts paid by dle debtor 11cround0r, WaM' Orpayinent discrepancies to be donLratirted by \&Cd1vr1rile Windows only,
2, Buyer agrees to) accept dcjjvcQ, fai'materials after notice from Seller orlhe installation done, Atier 5 days past the date oi-juandlulionif k uycr refuses 10 accept delivery, a c11arge of 25% per week shall lie
added as a storage fee. RowcYco, Seller shall 1101 he war, riot, strik
3. This agreement is for life bcrlcj�j of , and shall be binding uplan, the parties and a, "C" rrClfaf, laclo)(Y dV,`Vdq Or 01,J)" causes beyond its colarciL
(heir respective heirs, successors and assigns.
4. Buyer au1bori,,." Seller to foak, it orotheis Qo0cembil; credit infoulin lien, includint;:
5. Any install that rcquiri:s, service orse"was during file none of installation a , but nw limacol,lif procuring consurner reports rrom cOnstancr reporting agencies.
that 0QQs IlWaMct file siructural, iracgri(Y Drian)ducts is, anti will bc, counid"cda compic , on josrap and
pay in Vidial little of inst'11. All f;crvicL�, will be mponod tona3ce . 10
, scheduled rond compteled, will, buyer understanding that all parts are ctismin and time, is rtco�dvd for Holuvowner may
withhold an arnount equal 1) icalatued cost of con-ection fircirn hand paymartill only, Payttlen!'% icecived shall,iry applied first to interest ell all outstanding invoices and then tut the princhial aluount ordic
Quilstanding.inv(dee(g)- Culdorricragreds to pay interest of 1 U2 % per month (ANNUAL PCI(CFWAGE K.,VFE Or 18%), U1110sotherwisc required by law, oil the balance Qra;Iy unpaid arrunints. It'
C 1840aWrOM not make PliYalunt, Conlractorshall be entitled to)' receiver fro ' Customer all cost' 0i'vollectiona incurred by Contractor, including c1numey"s Ices, oolscs,,and vNileragcs, CoffecIiral matters
may bo ptocessed through lifigadon or arbitration at ow sole discWtian OrC an yjjujar.In fb� '
out 'n lure ol'Custarner in make prnpQr jlayrnenl to Cinumlaor when duc shelf entitle Contractor, ants discrolon, to
suspend all work. chipunicalgrindfor %varnpiniciz mull full 131yrocill, Is Made Of WrIninlitc this contract.
0, At[ peed Restricted COultrainificl, condas and hanneowners aqlalointion jorculkrs must assisi.in approval ol,products, Any required allplaVilds at, the sole roponsibilhy of the houleovaer,
7. 3"Yor issolely responsible for elevino, filmhure, removing and IcialacloV Winds and any alarin sy.sic,as rear or fairched to any opening that Israk- is hying performed, Winuhu Tile Wjndkjyrs ydl net be
fillaortally resplenoblo lolf- damage orsinjt items, foreburc, undmr floors or any other damage incurred by Bilyer, Buyer's hollic or property Affill Parties agree that oily dispute arising from thisintreetnolt sludlbc %ept private urld confidentiol and not, filed or Ncorolcol in any public record: I'lic plower agrees to keep lilt, sotion and an
his ale it r illing from this transaction private, and not to discuss, publish or disseminate any inflarnaltion without prior IN Iq c Vi Inn,
loilWy by the Buyer, - hall he
heard by tin arbitrator aIlecal to by buth parties and paid Car s ritnal col ela (if' Wealhot life N follows, A dispujc�arising from ibis contract i
Should Conometior employ in ano(acy in in sdude Nigation or arbitration to colflorcc MY ortfic provisions hereof, in protect its fairies, in any matter arising old Strait tic entitled to recover from the Cuslualerall of its id 10otalcy's, fees and cotsicxpcnS'05 incurred Ilwavin, inoljdin,�, 01,01' related 14) this Ailreolnern, Contractor
to at larinkrufacy procccdmgs. bees, and costs/cxperses fncurr�d at mediation, oppOlate
- 1711 c sofaexception to binding varbitinition shalt be loor scia-ppyllocat, In which case.Werttllcr Tile at its sale discretion mayrequest arbitration or any oflier means allowed by law.
I I.Any and all bounced checks will be charged to bouriccd check lee of $30 or the maximum amotant.filloNved by law, shoqhl a coultyact have To go 10 0
I and any legal firether fees incan,ed by N", c Holclions buyearsfiali pay two tines
locurr"" �ajjer Tile,
I , he collccliail tee
I I 2,Wcather The is not responsible for rebates, tax credits ouldlor any Other 3rd party inogrem5ijaccnives,
13.5hould Weathey'l*ito Wai nor teactilvt Rill paynical of the above contract sollenot for any reason, locludfhjy agreed upon reductions in the contract amount, your warranty team ";uouhrr -1,he Wn1jws
shall be unit and Void, your only warranty shall be the minimum 1. year as required by law wherolipplicrihie,
K Contractor disclaims fill Iftlill COF all clahlis under IliNconlrad arod'or worranty, disputes, rig
no
lidtoV, Ill dits, losses, damages, causes of act,
119i, bacteria, or any organism (in any surfrico or the whadol ion or comblovvi-sics ("Clahns',) pertrianio, to Mold, owd
I of mot
-Np0scd sorfaces), including Claims arising out or'or rclanq to the nctcet�orl,
v, dolar, or structoo-c (will then or, (Ile exposed or tire a g 0 ,
removal l ffisposell, or remcdiation oirany aribe aboY c, whether those Claims arise in ],INV, colony, Clarti-act, Wart'llsilY, tort, or tboleral or stale inHolt, 'y Ordeals, and whether those Claims are based on, the
-let les under Crunractor's coalrol, II)c Cuslona" is solely liable and lesponsible for all daunt
ges, whellier achilif r)r coustclic-
above and incurred by Customer, Contractor or third parties. 11tial, ealricd b), arly of the
Mcontractor shall not be,responsitlle [brad itionaf Costs required due iorbil existence or utilities, wiz insulation, d0tvViomfed siniclury fir other subsurface or Intent conditions that are not disclosed in
Writing to C(unrliflor. Should "OtIlleollcd or tnattolown conditions in all existing 'aralaure be at variance with conditions indicated in life description -('the work to be pericarinfd fran) fill,
encountered and generally recoanired as inhoclu it, work of ul, o; hallaacr Provided For in flus Ag , se. old inall ly
Customer. racovent, the Agreconcru price shall he equitable adJUSICd upon, nullice thereof'froon the Contractor to dac
16-Contractor and Customer ifireo to alknalc "Fulin Mile risks so that, it, the fullest extent poo-ollifted by law, coirnuacFiWs total alittiefulte liability 10 Customer is liniiied to tile donor alno,not orlbei
Agreement fieraloy and all injuries, damages, Qladins, expoInsas or claim cpernals including ation-loys' fens,
in warra 11 contrao, siricl liability, nuglig-licc, colors, omissions, of frontany other cause orcauses. caeus and expenses art,. tag out or"I'reh'11119 to hills Allreernen(rcgardless OFvdicather it is based
17,Each provis )n ofiloc Agreement stand) be coarsinted Is irlicall parties mutually drafted this , Agreement, Tra provision ot'lids Agreement (or (lie applic6inin of in c; held by a court or arbitrator to be
invalid "T knocur0ircallic, that provisiOn will be divenced "parable from he remaining Prot ,
Isionq afthe Ag enicnC ,ill be Nctallod/cilforcold to the extent that it is valid and omforceldfle, and i
11 not
C—
Weather Tite Measure Sketch Sheet
e P (ace * �
Customer Name/Number FL Productt Ci c (7 t { `Oj G C� — �� tl L��J'�1
Approval.
`2 E'l I`Ot �'o
Exposure Size for Size Replacement: Yes No�'� f7
p-c 12 12 f P24
rt
pot
o 13It ��-i i7 BAS01
G.r %3%
21
ek
FG F,1 0 1
l
Y,
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (796) 315-2599
NOTICE OF ACCEPTAN
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 as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "HR-5410" PVC Horizontal Rolling Window — N.I.
APPROVAL DOCUMENT: Drawing No, MD-HR5410-01 titled "Horizontal Roller - NI", sheets I
through 15 of 15, dated 05/15/15, with revision C dated 04/02/2020, 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 IMPACTRATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement, "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0411.09 and consists of this page I and evidence pages E-1, E-2,
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-0406.02
CIAMr"'f a UN" iW rffl
08/27/2020 Expiration Date: September 24, 2025
Approval Date: August 27, 2020
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No..15-0903.11)
2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets I through 15 of
15, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal`J spacer system, Super Spacer' ' NXTTm spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
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 Idalinis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.18)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) UnIfonn, Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 541.0 and series
5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,
Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega,
P.E. (Submitted under NOA No. 15-0903.11)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'
Edition (2014) dated 08/28/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Sub fitted under NOA No. 15-0903.11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, for their
"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17,
expiring on 02/28/18,
Sifang Zliao, P.E.
Product Control Examiner
NOA No. 20-0406.02
Expiration Date: September 24, 2025
Approval Date: August 27, 2020
E - I
PGT IndustriesInc®
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,
E. MATERIAL CERTIFICATIONS (CONTINUED)
2. NOA No, 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors" dated 09/15/16, expiring on 04/16/20,
3. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"
dated 09/15 1.6, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5 th Edition (2014) and FBC-
6` Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/3 1/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. 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. 16-0714.18)
4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No. 15-0903. 11)
G. OTHERS
1, NOA No. 16-0714.18, issued to PGT Industries, Inc. for their Series "HR-54 10" PVC
Horizontal Rolling Window - N.I., approved on 09/01/16 and expiring on 09/24/20.
2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets I through 15 of
15, dated 05115115, with revision C dated 04/02/2020, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1.) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.02
Expiration Date: September 24, 2025
Approval Date: August 27, 2020
E - 2
NOTIC MITTED
B. TESTS (CONTINUED)
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal),
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Alurmmmi Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-6th
Edition (2017) and FBC-71 (2020) dated 04/02/2020, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing con-iplies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
1. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their
"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/18,
expiring on 02/28/23.
2. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors" dated 02/27/20, expiring on 04/16/25.
3. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc. for their
"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/27/20, expiring on 04/16/25.
W§00109���
I Statement letter of conform ance, complying with FBC-6 th Edition (2017) and FBC-
7' Edition (2020). dated 03/27/20, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, RE,
2. Statement letter of no financial interest, dated 03/27/20, issued by manufacturer,
signed and sealed by Anthony Lynrt Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. NOA No. 17-0411.09, issued to PGT Industries, Inc. for their Series "HR-54 10" PVC
Horizontal Rolling Window - N.I., approved on 08/31/17 and expiring on 09/24/20.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.02
Expiration Date: September 24, 2025
Approval Date: August 27, 2020
M
2-6 ANCHORS' SEE
CLUSI ER DETAILS SHEET 6 MAX. O.C.
8" MAX. ET
SEE
SHEET 3
A, SEE 10" MAX.
SHEET 3 If
A
EQPA LUUALLY
�
MAX, O-a 7Z"
ANCHORSPER
�
BUCK
TABLES 13-16
HEIGHT
0 x
SEE SILL
WEFPHOLE
DETAR S, 4" C.
SHEETS ) BETWEEN WEEPHOLES 3
7E'MAX. BUCK WIDTH
E�LEIIATJON, FOR TYP. EQUAL LEG FRAME
SHOWN ASdCONFIGURATION
C, SEE F
SHEET 4
SEE
SHEETS 9-13
SEE SILL
=EPHOLE--/"
DETA
ILS,
AILS,
SHEET4
1-114" 4 SEE SHEETS
—1--
MAX 9-13
-- --------
4
0
x
4" O.C.
BETWEEN
.EPHOLES
75' MAX. BUCK WIDTH
D, SEE 2-5 ANCHORS,
-SEE
SHEET CLUSTER DETAILS
SHEET 6
E,SEE'
C SHEEN 3
72`
MAX
EQUALLY{
BUCK.
SPACED
HEIGHT ABC..- PER
IR
TABLES
8- MAX,
J—
SEE SIEE---//f
3" MAX. W`EEPHOL
—0 DETAILS,
SHEETS
ELEVATION FOR TYP. FIN OR J-CHANNEL
M;WE SHOWN AS OX CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER REINFORCEMENT NOT RATED FOR
LEVEL, SEE SHEETS 6-8 IMPACT RESISTANCE_
1589 - -- 18,94" MAX OC.
MAX, OC
MAX,
<�j i BUCK
HEIGHT
15,6r
x
X MAX, O.C.
0
4" D.C. BETWEEN
WFEPHOLES r MAX.
14T MAX- BUCK WIDTH
ELEVATION FOR TYP, _FLANGIE FRAME
SHOWN AS XOX CONFIGURATION
- ----------
CODES I STANDARDS USED:
2020 FLOR:DA BUILDING CODE N`Sf), 7TH EDITION
2017 FLOP DA BUILDING CODE (FBC), 6TH EDITION
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (WHZ). ASTM — M.
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND BORNE DEBRIS REGIONS. ANSVAF8PA NDS-2018 FOR WOOD CONSTRUCTION
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MANII-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM ON ALUMINUM DESIGN MANUAL, ADM-2015
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. AISI SIOO-16
4) ALL WOOD BUCKS LESS THAN 1-1/Z'THLCK ARE TO BE CONSIDERED IX INSTALLATIONS IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS AISC 360-16
DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED 10 PROPERLY TRANSFER LOADS TO THE STRUCTURE. 'WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, {FOR) OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SFALINGfFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) 1/4- MAX- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El 300,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASIM EIWG,
C DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO,
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1 D% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS Tf IAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES' TEST REPORTS FTL-8072: ELCO ULTRACON NOA: DEWALT ULTRACOFL, NOA; ELCOIDEWALT CRETEFLEX NOA; ELCCIDEWALT AGGRE-GATOR NCA: ENERGI WINDOW AND DOOR PROFILES, LTD
WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NQA5 : NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
USER INSTRUCTIONS
I ) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S, DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
, " "! I I I I t I., I A. —
2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION(01, —XO,-XOX-),- SIZE, GLAZING OPTION FROM (TABLE 1) AND
REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS
", 11-
I-Ylviliv
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING
TABLES 6-12 (SHEETS 6-8). 11 MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
\N
11
OBTAINED :N STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE
Z,
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
No, 5870
CONDITIONS.''
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13), VERIFY THE ANCHOR/SUBSTRATE WILL MEET
REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN REQUIREMENTS FROM THIS
1070 TECHNO! OGY DRIVE
SHEFT-SET ARE MET.
P� 44� N, VENICE- FL 34275
-0 AT- OF 40
PP
5)INSTALL AS PER SHEET 3 FOR FLANGOEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION,
USE
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS.
/0NAL
NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE,
'
INTEGRAL FIN OR EQUAL LEGIBOX), SEE FIGURE B ON SHEET 2.
A L`1IN
1y=1W*ltl.TiltM*llz
GENERAL NOTES..............._.._....1
ELEVATIONS....... "'
A
FRAME, GLASS &ANCHOR
OPTIONS .............................
2
INSTALLATION, FLANGE &
EQUAL LEGIBOX
3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL.. ..........
4
GLAZING DETAILS...... _._.........5
DESIGN PRESSURES -,
6-8
ANCHOR QUANTITIES
9-13
EXTRUSION PROFILES & BOM
A4
ASSEMBLY— ............... 15
PRODUCT REVISED
— c—plyling with the Florida
8WIding Code
NOA-No. 20-0406.02
C) UPDATED TO FBC 2020,
Expiration Oat. 09/24/2025
REVISED ANCHOR TYPE
Zi --,?
TABLE.
B,
AK - 03/27120
M-11-Dade P-d—t C;Wt—,.l
Niptl
—4-
DJROSOWSKI
GENERAL NOTES & ELEVATION
HORIZONTAL ROLLER - NJ
�i1�mlw*Tiw
1 05115115
k.W.g No, iF-7
MD-HR5410-01 I c
TABLE I ALLOWABLE GLASS TYPES
Type
Description (Listed from Exterior to Interior)
------ Cap I E. 3 MAY
'1 3/4' I-G,: 1/6 ExtenurCspV2-AWSpace + 116'A Exterior GLASS TYPES
NOT BE USED IN THE
2 314" LG.: 113" T Exterior Cap 1 1/2" Air Space , 1/8' T Exterior Cap HV—HZ ABOVE
33 — -514° LG.: 3060 A E.tarior Cap I AirSpace+ 3/16" A Exteror Gap
4 3/4" 1, G,: 3116" T Exterior Cap + 31W Air Space + 3116" T Exterior Cap
SEE SHEET 6, TABLE 5 FOR GLAZINGIDESIGN PRESSURE/ANCHORAGE INDEX.
TABLE 2 ALLOWARI F ANCHORS THROUGH THE FRAME
TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN
Group Anchor
Substrate
Min, Edge
Min.
Distance
Embedment'
2-1/2- X 13V Ccmrnan 211
P.T. Southern Pine (SG=0.55)
318"
271161,
2-112' Ring -shank Rooting Nail
P.T. Southern Pine (SG=0.55)
3/8:'
2-7116'
P.T. Southern Pine (SG=0,55)
112"
1-118°
1 0 Trusshead SMS
—Alurnirium
3fS'
-6-05y
f063-T5*
,steel, I" S.S.S�S'
--iteel —$tud'
ar 410 &S-)
318,
0,0451" (18 Ga.)
Steel. A36'
319'
0.050"
P.T. Southern Pine
IS!,
1-3/8"
SMS
Altant—
8—LA(
063"
(steel, IS.S.
----SteeStud. Gn 33'
--��
318,
—
0,05T
0"S.
or 41S.)
Steel, A36-
NS,
0.0501
* MIN, OF 3
THREADSBEYOND
THE METAL
SUBSTRATE.
"UNGROUTED
CMU"VALUES
MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
INSTALLATION NOTES SEE SHEETS 3 & 4 FOR ILLUSTRATIONS
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLES 2 8' 3, TMS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE
USED ON ANY SIDE OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO
BE CONSIDERED IX INSTALLATIONS, IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND ZX
BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTAL LATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD,
3) VISIBLE LIGHT WIDTH OR HEIGHT {ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
4) SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS
LYNIV
Ida. 58705
—
z
'- V
MIN. OF 3
THREADS
-lio VC , 0
' AE
%0 OF
BEYOND THE
METAL
/0
SUBSTRATE
NAL
ALYNNfAUE' ,'L`E-
r119 1.1 R, 1-11 T-11
FLANGE '4
BOX OR f
EQUAL -
LEG
I
L-1d,
cjl
1 '01
7CHANNE
INTEGRAL
FIN
------------ - jj
C) REVISED ANCHOR TABLE.
AK 03/27120
ow-lipti—I
im TmwLoGy DRIVE GLASS/ANCHORSIFRAME OPTIONS
N. VENICE, FL 34275
HORIZONTAL ROLLER - NI
S.Ire./Yodel.
NTS 2 OF 15
RE
HR-5410 I
Gm-BA-noN#2w2qs 1 Scale:1
12*�T-jf11f-*lffA
- �jl
J ROSOVVSKI
1 05115/15
MD-HR5410-01 C
INSTALLATION DETAILS FOR FLANGE AND EQUAL _LEG FRAMES
TYP. ANCHOR TYPE,
!NSTALLATION EMBEDMENT AND EDGE
OPTION I DISTANCE PER SUBSTRATE
ANCHORED THROUGH EDGE DISTANCE SFE TABLE 2, SHEET 2.
FRAME INTO ZX WOOD ------
FRAME OR BUCKSTRIP
SEE NOTE 2, SHEFT 2
FLANGE EMBEDMENT #10 OR #12 STEEL
FRAME SMS (G5), SEE
SHOWN Fiv TABLE 2. SHEET 2.
MAX SHIM
DADE APPROVED MULLION' 291 FBC COMPLIANI
ALUMINUM/STEEL FRAMING
OR STEEL STUD. MAY BE
VISIBLE FIXED VERTICAL OR HORIZONTAL.
LIGHT j LITE SEE SUBSTRATE PROPERTIES,
HEIGHT i TABLE 2, SHEET 2
BUCK _-- 3
-1"
HEIGHT EXTERIOR
,
2�OR(22�()R,23)
VISIBLE
LIGHT
i
OPERABLE
(SEE SHEETS 6_8I
HEIGHT
SASH
TYPICAL. FOR
I
ALL SASH—�
-t--
I
- ------ -429� FLANGE
—/ FRAME
WEEP Lj
I T
NO—Toli-Eq
i \_i SHOWN
80)
3/4" X 114"
1-1/4 X 1/4'
1/4" MAX SHIM
=SH.E0 ' WIN
INSTALLATION
EMBEDMENT
OPTION 2
ANCHOREDTHROUGH
FRAME DIRECTLY INTO
CONCRETEICMU,
EDGE
TYP.ANCHOR TYPE,
DISTANCE
EMSEYDPMENT AND EDGE __//VERTICAL
DISTANCE PER SUBSTRATE,
SECTION B-B
SEE TABLE 2, SHEET 2.
INSTALLATION
045T—ION-_s SEE INSTALLATION,NOIE�SHEET 21
(SEE SHEETS 6-8)
ANCHORED THROUGH TYPICAL FOR ALL
FRAME INTO METAL "XO" OR "OX" SASH
114" MAX- SHIM
"T16 130;
413 C4.)C 11_� PERABLE (43'�
SASH
FIXED Jt1
LITE 731 VISIBLE
AWN—P --�j — ' I LIGHTWIDTH
"BLE ' 44�
FN_ LIGHT WIDTHEXTERIOR
FRGE
AME
SHOWN
(SEE SHEETS 6-8) TYPICAL FOR ALL
"XO" OR "OX' FIXED MEETING RAIL
— -- ---- SUCKWIDTH
HORIZONTAL SECTION A -A (OX)
OPERABLE
SASH
OPERABLE
SASH
FIXED
LITE S _F
VISIBLE
LIGHTWIDIH LIZITIMBI DTH
INSTALLATION OPTION 3
ANCHOREDTHROUGH FRAMEAND 1X
BUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, SHEET 2,
1AMAX SHNN
EMBEDMENT
J28
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDIMENTAND
DISTANCE PER
SUBSTRATE,SEE
TABLE 2, SHEET 2.
Lj
A\1-
EQUAL
(4 LEG RA % H11� AT 1,1!111
-C OF INTERLOCK
H. ,9'j''12,.)-=-,SAF
CCRNER AN. (1) AT CENTER OF
SASH STILES'PAILS
-8) TYPICAL
(SEE SHEETS
FOR ALL "XOX SASH
VISIBLE
'42 EXTERIOR
(�')OR
C119 LIGHTWIDTH
C2-,) {SEE SHEETS 6-8) TYPICAL FOR ALL J
"XOX" FIXED MEETING RAIL
BUCK WIDTH
HORIZONTAL SECTION E-E XQJi) EQUAL -LEG
FRAME
INSTALLATION AS PER SECTION A-AASOVF SHOWN
ilt!
C) NO CHANGES THIS SHEET.
AK - 03127/20
Z_
NO. 587,15
D—dPH
LAS 1070 TECHNOLOGY DRIVE FLANGE & E -LEG/BOX FRAMES VISIBLE LIGHT FORMU �2_ QUAL
Lf�QUAL-LITE, XO & OX) tp� 441 N. VENICE, FL 34275
ATE OF IOUs:
WIDTH: RUCK WIDTH 12 - 4-1/4"
HORIZONTAL ROLLER - NI
HEIGHT: BUCK HEIGHT - 7-1(4" /ONAL
1�1� Series/Afmdet: Seale: Sliest:
A 14 U, lAI1L!E!Ii P.E. HR-5410 NTS 3 OF 15
P P e,87l`ls REO345TRATION *2M6 1
PRODUCT REVISED
.. ..-plying with the Florida
Building Code
NOA-No. 20-0406.02
Expiration D.t.09/24/2025
By
Mian"ade Product Control
D BY,
J ROSOWSKII
05115/1
&.Wn Na _TR_01
MD-HR5410-01 I c
INSTALLATION DETAILS FOR IFIN AND J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHOREDTHROUGH
INTEGRAL FIN INTO 2X
I-- EMBEDMENT
WOOD FRAME OR BUCK -
STRIP. 2,
F� HSEEEETNOTE2
J-CHANNEL.
FRAME SHOWN (�
VISIBLE FIXED
LIGHT
I LITE
HEIGHT if
BUCK EXTERIOR
HEIGHT /L:'
VISIBLE
�2i')OR('22)OR (22j�HE-'ITOPERABLE SASH
(SEE SETS") HEIGHT
TYPICAL FOR
5_1 ALL SASH
45
OPT. PT
80 .81
WEEP
_NOTCHES
I'll X 1-1/4" X1 14"
FIN F E
SHOWN
TYP. ANCHOR TYPE
EMREDMFNTAN6
EDGE DISTANCE PER
SUBSTRATE,
SEE SEE
TABLE 3, SHEET 2. EMBEDMENT
INSTALLATION OPTION 5 VERTICAL
ANCHORED THROUGH INTEGRAL FIN SECTION____D-D
INI 0 2X WOOD FRAME OR BUCK -
STRIP SEE NOTE 2, SHEET 2,
___.__A_
EDGE
DISTANCE
INSTALLATION
ANCHORED THROUGH FRAME
INTO METAL (INTEGRAL
FINIFLANGE REMOVED)
410 OR #12 STEEL
SMS (G5), SEE
TABLE 2, SHEET 2.
MAX SHIM
TYP. ANCHOR TYPE, FIN AND/OR
,—EMBEDMENT AND EDGE FLANGE MAY BE
D RTIELD
STANCE PER
R SUBSTRATE, REMOVED IN
SEE TABLE 3, SHEET 2
DADE APPROVED MULLION,
FBC COMPLIANT
At UMfNUIWSTEEL FRAMING
OR STEEL STUD, MAY BE -
VERTICAL OR HORIZONTAL.
SEE SUBSTRATE PROPERTIES,
TABLES 2 & 3, SHEET 2
OPERABLE
SASH
VISIBLE
LIGHT WIDTH
EEHETtOENOTES SHEET 2
114"MAX SHIM
TYPICAL FOR ALL
"XO'OR "OX" SASH
OPERABLE
SASH
FIXED
LITE _ 7—:VISIBLE
I A - V�n` _ LIGHT WIDTH
INSTALLATION OPTION
ANCHORED THROUGH FRAME INTO
WOOD FRAME OR BUCKSTR;P, SEE
NOTE 2, SHEET Z
EMBEDMENT - J—
�W EDGE
i DISTANCE
FIN
RAME
�8 7) F
VISIBLE 2 EXTERIOR SHOWN
)HTWIDTH
14)CR(25)c R(26
(SEE SHEETS 6-8) TYPICAL FOR ALL
'XO' OR "OX" FIXED MEETING RAIL
BUCK WIDTH
HORIZONTAL SECTION P-P_(PX)
FIXED
LITE
OPERABLE
SASH
VISIBLE
LIGHT WIDTH
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2. SHEET 2.
(SCREW SHOWN)
OPTION 8
(SEE SHEETS 7 ANCHORED THROUGH
TYPICAL FOR FIN INTO METAL
ALL `X OX" (FLANGE MAY BE REMOVED)
SAS.
Bi () OR #12 STEEL
MS (GS), SEE
TABLE 2, SHEET 2.
�
15OR 260SI �LE
EXTERIOR
3 LIGHT WIDTH
JCHANNEL
(SEE: SHEETS 6-8) TYPICAL FOR ALL FRAME
"XOX' FIXED MEETWG RML SHOWN
BUCK WIDTH
1/4" MAX HORIZONTAL SECTION F-F (XOX)
SHIM I MI -$RAN OF INTERLOCK AT D INSTALLATION AS PER SECTION D-D ABOVE
431�f j 3-112'FROM EACH SASH
CORNER AND (1) AT CENTER OF
SASH
STILESfRAILS Y A'Al li,
C) NO CHANGES THIS SHEET.
EDGE DISTANCE AK - 03/27120
No, 58705
W0TECHNOL0GYDRfVE J-CHANNEL & INTEGRAL FIN FRAME
VISIBLE LIGHT FORMULAS
0
V §
f-g- �Qqu&_Ulft E I- X_ 0 ATE OF le,; N.VENMFL34275
fi (94113BOL16M
WIDTH BUCK WIDTH 1 2 - 4-114" HORIZONTAL ROLLER - Ni
HEIGHT: BUCK HEIGHT - 7-114" ONAI
s-_/u-d.L Scat.- Sheet
A- LYNN MILLER, RE HR-5410 NTS 4 OF 15
p E #bat05 REGISTRATION #2M6 I I
PRODUCT REVISED
— ..-pfyi.g wUh the Florida
B.Ildi.9 Cod®
NOA-No. 20-0406.02
E.pj,.ti.. Date 09/24/2025
By _'-_o
Mi—l-Dad. Product C..t,.i
Down W.
DSOWSKI
flats.
05/15/15
Drawirg No. Nev:
MD-HR5410-01 c
STRUCTURAL
ROLYISOBUTYLENE -T 1/4' NOIV.
WITH DESICCANT
EXT. GLASS KODISPACE
4SG TPS
GLASS
HOT -MELT BUTYL
STRUCTURAL
SILICONE I
FOAM
WITH
3116"NOK
DESICCANT
EXT. GLASS!�//i
SUPER
SACE RCP" NXT
GLASS
ALUMINUM
REINFORCEMENT
BUTYL&
DESICCANT - -
FOAM
DURASEALSPACER
EXT. GLASS—
CR)
INTGLASS
POLyjS0_ DESICCANT FILL AREA
BUTYLENE
SEAL n
—5/16"NOM,
--SILICONESEAL
ROLL -FORMED �
STAINLESS STEEL XLEDGE�'
EXT. GLASS SPACER
INT. GLASS
Part # I Description Material
76 Kommerling 4SG TPS Spacer System
77 Quanex Super Spacer nXT with Hot Meit Butyl See this
78 Quanex DumSheet forseal Spacer Materials
79 1 Cardinal A- Edge Spacer
REFERENCE TEST REPORTS- FTL-8717.8968 & 8970
314"NOM,
1/8" A GLASS -- - -- -
1/2" AIR SPACE --
1/8" A GLASS -
EXTERIOR
malmom
_T
3/16" A GLASS --
3/8" AIR SPACE----
3116- A GLASS
<D EXTERIOR
1/8" T GLASS - --
1/2" AIR SPACE ---
10T GLASS -
EXTERIOR
3/16" T GLASS --
3/8" AIR SPACE -
3/16" T GLASS -
<11JEXTERIOR
314-NOM.
mfirlm
314" NOM,
lelww&fflwmw
OK4,GI ASS
TYR
GLAZING-NOTFS:
= ANNEALED
PRODUCT REVISED
:f
T TEMPERED
carnpllrf.g �th ' the Fldd.
Building Code
ftviaim
MOO -No_ 20-0406.02
LY
F'
ES I HIS SHEET.
C) NO CHANGES
E-Pimb- V.I. 09/24/2025
R3.
AK - .3112� 12
By
Mi—l-Dad. Prod -I, C..t,.l
"40 58705
D-1pu.,
D— BY.,
1070 TECHNOLOGY E)RPT-
N. VENICE, FIL 34276
GLAZING DETAILS
J ROSOWSKI
O 'ATED� 411
HORIZONTAL ROLLER WINDOW
- N1
/L 0R
S
D -7R' _"'l N"
k
x. M11, r, E
HR-5410
NTS
I
Ish F 15
50
MD-HR5410-01
C
I
P,E,# 58705
REGISTRATION*29296 I
TABLE 5.
Index
Lo AJI Design Pressure
and Anchor Quantity Tables
Max.ax.
III`.
HdqM
I
GI-
Typo
Rerf
Le.1
T.bl.�--, Fag"
QuantityCffg.
Tatrte ;F_
P.,
7T
54"
54'
63,
1
1
2
-6 5
7 6
13
14
9
9
3 10 7 15
10
ox
L71'
54'
14"
63"
72"
3 2'
2-4
44
1
6
7 6
13
14
9
9
3 10 7 15
10
4 11 8 16
10
1
631,
3
7
17
11
XOX1'
, 1 747
6X
7
18
12
- 4 1 12
'r— 4" MAX, O.C.
5-ANCHOR
CLUSTER DETAIL
4' MAX O.C.
4-ANCHOR
I Y CLUSTER -DETAIL
4" MAX. OG.
3-ANCHOR_
CLUSTER DETAIL
8" MAX. O.C. -4-
4' MIN. O.C.
2-ANCHOR
CLUSTER DETAIL
TABLE 6:
F - ess
�9-4 Design Pressure (IbsHe) for XO or OX Windows
11ant 14 1 Wwk R-k Hn04
RI 36"
48' 1 54"
25- If;`
85 '00 0 0 , 1-000
_,650100I) + -10010
V 28"
+650 00, 0
.650 AM 0 +650 A000
.65,0 -100,0 65,0 -1000
-942 +65.0 81,6
42'
165.0 IG(LO �65,0 100A)
+Ob-v 83,9 +65.0 -12.4
48"
+65.0 -10001 +6&0 =
+65,0 j -765 +650 -656
60'
+65.0 101C 1650 I 1000
+650 -668 56.5 -56 5
-650 i -100,0 +65.0 -94,9
, +W3 l -eE3 +50,0 -50A
SECTIONDETA L
FOR WINDOWS WITH
LEVEL RI REINFORCEMEN
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
SEE TABLE 13 FOR ANCHORAGE
Is
TABLE 7
Design Pressure (Ilisift) for XO or OX Windows
1-4
Rein! Lea
Wind� Suck Height
R2
36' 48' 54"
25-117�
'56—Tno
j-13oE 1 '65.0 1 -13D.0 : �51 3 0 0
i5 21"
+-65,0 -1300
65_01-1300 650 1 -1300+550 4300
361,
65O 134J)
650 -, 30 11 0 1 116.5 +as'o -1 95
42`
-65,0 -130O
+65.0 _1300 -6510 -9117 0 82.4
48-
-130 11650
_-55
-1294 165.0 1 1
1�
'BaR�I1300
65,� -114.8 �650 .8
76' E
65 0 ! 10-
::,:I
+650, -OA 0 +65 n
+cbl-JU I-UH GLASS I yJ`fb 2-4
SECTION DETAIL
FOR W{NDOWS WITH
LEVEL R2 REINFORCEMIEP
H (REINFORCEMENTS SHOWN
FIT IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
SASH WIDTH
MEETING RAIL
(2J
2
JAMB
__7
NOTES
1) USE THESE TABLES FOR ALLVIANDOWS
INSTALLED THROUGH THE FRAME OR INTEGRAL FIN,
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK
HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE
FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE.
4) "114-112-114" AND "I 13-If-I 13" INDICATE THAT
THOSE STANDARD SASH CONFIGURATIONS FALL
WITHIN THE SASH WIDTH RANGE IN THE ADJACENT
COLUMN. "CUSTOM" INDICATES THAT NO
STANDARD SASH CONFIGURATIONS FALL WrININ
THE RANGE
Nc 53705
z 441 -
0 % 'FE F
A INA MLE�R"P.E
SEE TABLE 14 FOR ANCHORAGE
M
N
EXIEWOR le, J
SILL
SASH WIDTH
ELTING RXi
2?)
JAMB
C) NO CHANG 8 THIS SHEET.
AK - 03/27120
10M TECHNOLOGY DRIVE DESIGN PRESSURE TABLES
M. VENICE, FL 34275
TXk_
HORIZONTAL ROLLER - Ni
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.02
Expiration Date 09/24/2025
By
Mi.-I-Dad. P-d..t Contra]
1 05/15115
D—ing ft.
MD-HR5410-01
TABLE A
0a'SS Typsash l
L---�
Sash Design Pressure (lbsife) for XOX Windows
- -
W,dh
Rant L-A
I
Rw.ge on) tNmdow Back HeI01
R3
--W 7 36, 48" I'll 1.
35 111V YYY�
11,391 - 11371-100.0 =7 e5 0-100 6-
T--1 6-6-6- -930
11 Y-11-A
1239E - 12308 -,65,0 -10,0 1 +65,0 -JOIL0
35,0 -iou 65.b il -,,oao 850 i -ioo,o
Y. - % - y
11391 13397 +65,0 1000 1 135,0 -100.0
- 65.0 -89,0 +650 -71B �65,0 69.5
SG: -IM'D 650 A00,0
47-314" --Y-- - n
11.391 - 12,297 35.0 1 -100.0 +65,0 -100.0
-61,50, -8a6 +650 -72,2 596
12,208 - 15568 .55C f 1000 IW,G
_,99S
+65.01 87.2 +65.0 749 +65,0 -65.9
-S Custom
-1
11,391 -12-016 I�L5.0 -100,1) 65 0 i �100 0
+650, �844 +65,0 -71,8 1963 1 563
2017 - 13�3,97 '650 -100.0
+65.0 -7i a -56,1
13,396-17.0116 15&0 130.0 +550 100,0
+65,0 j -854 �6501 -720 +58,1 1
Cost-
11 391 - 13.397 650 -1000 +65 0 -969
" M
+65 65.0 -6&6 -5,59 55.9
1 01 37--Y-Y
5,60 It
3 39-8 -15 360 +55.0 -100.0 +65�O -100,0
65.0 1 .70,7 * 57.6 -576
A-%-%
15.361 - 19641 -55,0 10[L0 65.0 1 -1fl0.0
j +65-OT-84,5 +650 1 ftS 5a3 -563
75"
17 141 oIllo +650 ,040 650 I -893
+65.0 T,- -+,,, 4 61A -525 -52 5
A - Y - %
19 111 - 24 641 155.0 -100.0 650 -9&1
+65-0 -745 165.0 -67-2 *%l 56A
27,64177251r. +65,0 -1000 -650 'f39,3
68.8 -_-61j
+65 0 14 41 5I 4 +525 -525
39641 0f -1000
-
+65.0 -70 6 an T +531 7
IAJN. SASH SIZE
TABLE9 2
1 `vd-
-a sash sash Design Pressure (lbsift") for XCIX Windows
Conk urat3on Width
-
tT.s, 7L.-I
35-114' X-Y-x 11391 -11.391
36"
- =0� 6
48"
+65.0
W
-100.0 +65.0 1 �, 00.0
+6ao
-Imo
38" '/- Y- A 12,308 - 12,30G I 0=1 0,0
�65.0 1 -100.0
-650
-100.0 +65.0 -100,0
-65.0
-Ioo,o,
'0
45-118, _Y-Y, % 11,391 -11397 '65 0 _,0
+65,0 -100,0
+65.0
-100.0 +65,0 100.0
+65.0
-97,9
A - Y, -% 13398 -14-683 +65,0 -lC*,O
P6�
-65.0 -100.0
+65,0
-100.0 +65C
650
-Imc
47-3/4" yl-yl-y. 11391 -12,297 1&�,C -100,0
�ea-o -100.0
+65,0
-222L
-100,0 +65.0 -10D,0
+65.0
-95-2
X-Y-A 12298 15 558 +65.0 -1
-100.0
+6&0
-100,0+65,0 -i00V
-65,0
-91,2
Custom 11,191 -12,016 -100.0
+65,0 -100.0,
+65,0
'1000 +650 1000
650
-88,5
52-116" Y-Y,,-X 12.017 -13.397
+65,0 -1 W, 0
+65.0
- 00��o +ko I.�.
-8T5
o X-A-Y3 13+398 - 17.016 +65.0 -100.0
+6650 -104.0
+65.0
-100,0 +65,0 -1000
+65-0
m848
Cost- 11,391 - 13,397 -650 i00.fl
Y-Y-Y166.0
+650-00,0
65.0 -lowoo
+650
�550
Aj,65- -14 �8
M
-IM.0 +65.0 -94,9
-65.0
-65,0
-77,0
-777
115 361 - 19 641 IMAD -100.0
+65,0 -100,0
+65,0
-100,01 +65,0 1 921
+65.0
75,7
Costs. 11,391 -13.397 +65111s.0 -100,0
+65�O -100.0
+65,Q
-944 1 +65,0 -86,8
+6&0
-581
75, %-%-31, 13.398 - 19.110 +65.0 10C-0
+65O -100.0
+65.0
�-65 0 80.4
+63,8
�%19 "I - 24.541 +650 AW0
1
+65,0
--7
9_4
+64.3
-64-3
Custom 17.641 - 1939T 65.0 1, -1000
+65-0 -90L4
1 +65.0
-82,8 -65,0 75.6
+60,9
-60,9
9T y4-y2-y4 193-9� - 24,360 +65,11 Wl,
-lal,ll
�0 .1
-�ll 11
-67,8 -+-650 -74,2
-+57.-5--j5-75
1
-24 - %-Y, X 361 -31.641 +65,0 -100.0
+65.0
+
1 Y-Y-% 29e41-32,515 +651,
-�51639
-i2
51, 4
+65.0
--L
-82 8 -5 0 1 -68-6
- -7iii5
+5Z7
-+50.5
-52.7
641 "I+M
-1010
+ki5,O
:RlA -0 -i65.6
-50.5
14T Custom - � 39.641 +65,0 1 -100.0
+650 -90A
--50.9
--,6.o
MIN, SASH SIZE = WINDOW WIDTH, --6-072 zihh I ABLt 16 FOR ANCHORAGE
2
1) USE THESE TABLES FOR AIA WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
2) FRAME DIMENSIONS ARE SUCK WIDTH AND SUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE,
4) "1 /4-1/2-1/4" AND INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
Glaos Tyr-
1 -4 Design Pressure (thstft') for XO or OX Windows
R`i`f Level Window Buck Height
RI 30" 1.
1 48- 54" 6
251-V� 165.0
-100.0 165.0 1
-156.6
1 +655
IFEF -;6--
.a
111-
' +65.0
76-o6
-100.0
28' '65.0
-100.0 165.0
1 -100.01
+65.0
-100.0 +65 0
-100,0 +65.0
-100A
36" 850
-100,0 -65,0
+650
-100.0 165,0
-1010, 1
-854
42" +65.0-100.0
+65.0
- 00,O
+650
-91,7
2,4 +�,5II
-74,1
48" +65.0
-100.0 165.0
-100,0
+650
-85.9 +65.0
-72.6 +60,9
-60 9
+65.0
-100+0
+650
-815 +65.0
-70.9 +56.7
-567
75'
0
-94,9
F+65,6
-72.9
0
-10-0
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R3 REINFORCEMEI`
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
SEE TABLE 15 FOR ANCHORAGE
10
M
P(TERIM
SILL
SASH WIDTH
MEETING RAIL
JAMB
LYNA/
"-s-,
C) NO CHANGES THIS SHEET.
"E"
AK M27120
-
No 58705
D-,fptf-:
DESIGN PRESSURE TABLES
1070 TECHNOLOGY DRIVE
0 %, PFE F
N. VENICE, FL 34275
0
(941)48a16()O
HORIZONTAL ROLLER - NI
6"o
NAL
wa " ',
' deqlUodl.
A. 'NI LEER, P.E.
P I-,#58705
I REGMTRAMON#29296 I
FIR-5410
NTS
I I
J ROSOWSKI
CA... Types
2-4
Design Pressure (flesift) for XO or OX Windows
Rein
Wind- Buck Height
R4
aw 48?'
54" 72"
25.I;2`
+65.0 -'30,0 +EiKO
-4336-
;m�a
-130,01 +65.0 -130,0
28'
1 *6i0 -1300 -650
1-130,0
+65.0
430.0 165.0
-130.01, +65,0 1-130.0
36,
+65,0 -1300 +6&0
1 130,0
+65.
0
42-
65,0 +650
1-13ao
_
48"
+650 -1300 .65.0
.130-0
650
-130.01 +65.0
-1 1,L2 +65.0 -97.1
+65-0
1-130-0
-65.0
1-112.6 1 +65.0
-194.1 +65.0 -81.7
75,
o
5t. I AULt
Ges
ass
L4sash S-' Design Pressure (lbelft) for XDX Windows
_fg-bt�
Width
R.mf I'
I a ---- -,
R4
36" 46' 63-
%-A-%
11,391 � 11,391 -1
- -- -F-130.0--
'6 -136.6 .675.
6iV
--130.0 +65.0
-1 30.0
_25Z.114-
35'
%-Y-Y,
12-308 12,308 +65.0 1 -130.01
+650 1 -130,0 -76E0
-130.0 +650
�
-130-01 65,0
-130.0
y_%-Y,
11,391 -13.3137 +65,0 1-130B
-65,0 -130.0 +65X
133B0-E.i5.0
-1300 e5,0
-130.0
A-Yy,
'50 -130"
13393 - 14.683 +65.0 -130.0
65"
+65,0 -130.4 +650
:130.0- -+65.0
-13-00 +65.0
-130,0
47-3/4"
%-Y,%
11,391 -IZ297 +65.0 -130.0
+65.0 -1300 +650
_T6-5-'D -+6ao
-IX0 -65.0
-130.0 +(Ki.0
-130.0 -E5 0
;6TG
-136--0 -;IBi 6
-128.9
-IH7
Custom
11.391 -12.116 1-65.0 -130,0
+65�0 -130-0 +650
-150,0 +55,0
416,2 +6501
-98,2
52-1t8"
Y-Yy,
12,017 -13,n7 65,0 -130,0
+65,0 -130.0 +65.0
-130,0 -650
-121.3 65+0
-1043
Y1,Y,
13.398 -17,016 +65.0 -130,0
IC5,0 -130-0 +65.0
-13 +650
-1330,0 +65'0
�+
-118,7
Custom
11,391 -13,397 +65,0 -130.0
+66,0 -130,0 I 165,0
+65.0
-104,8 +65.0
-86,2
je 60"
13398 - 15,360 +650 -130,0
+65,0 -13110 +65.0
-127+2 .65..o
1082 +65�0
-86,2
o
YY�
15.361-19,641 +85,0 -1300
+65.0 -130,0 i +65.0
-130,0 +65.0116A
+65,0
-98.5
Cost..
11-191 - 13,397 165.0 -719.7
+65.0 -109-61 +650
-94A +650
-W.8 1 +65:0
-75.2
7
'Y/- -%
19�110 650 -130'0
39.111-24,6I +650 -1300
-----
I65 0 -1212 '+65 0
;650 1300r+650
-102.2 -65-0
---1
-1211 +65.0
-91,7 -65.0
05�2 -65.0
-79.3
6
s.4y,%
Custom
17.641 18697 +65,0 -100,0
IEED -90,4 +65,4
-828 +55.0
-756 +65-0"
-67,3-
90
Y,-Y,-'/
19 398 24360 +65.0 -1069
+650 --T4 +65.0
-87.8
-430,2 +65.0
-704
% - -A
- -
24,361 - 31.641 +65,0 -1300
-65,0 -1242 7 65-0
-103,8 +55.0
792 7 165-0
-77.3
y-
.641 - 3Z515 +65,0 -Ico.o
-.4 1 +650
-828 -W.0
75B 165.0"
-67.3*
20
L
3��!l ��I- - 31,641 165.0 -IIIB
+E, 03.0 -0
.1 +-Fl (1
6 +650
4 +65.0
-707
-I4T
Custom
39.641 1 +65S 1 -100,0
+65.0 -90.4 1 +65.0
��2:8:�-7�
+65.0-
-673-
FVK bLAb�> I TVtZ & 4
MIN, BASH SIZE - WINDOW WIDTH - 60-72
2
SEE TABLE 19 FOR ANCHORAGIE
NOTES
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 08 IN FEGRAL FIN
2) FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE,
3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) "114-1/2-1/4- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOWINDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WtTHIN THE RANGE.
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R4 REINFORCEMEh
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
EXTFRtOR
SASH WIDTH -- --I
JAMB 9XLET-PF
151
m
C) No CHANGES THIS SHEET
PRODUCT REVISED
.. -plying with the Redd.
8.11111.9 C.d.
NOA-No_ 20-0406.02
Epiroti.. Date 2�9/24/2025
M/
AK - OW27J20
By
No, 58705
Miami -Dade P-d..t Cant -I
D-dptior:
0- ar.
145
/:/'-
1070 TECHNOLOGY DPfVF
PC VENICE, FIL 3ws
DESIGN PRESSURE TABLES
J ROSOWSKI
Xi E
ode,
--OMD
HORIZONTAL ROLLER - NJ
05/15/15/15
05
Scate: Shut:
DIWN�i
AL tiR, P.E.
HR-5410 NTS OF 15
MD-HL 10_01 c
RE#58705
RE RATION
TABLE 13:
Glass Types Anchor Quantities for XO or OX Windows
1-4 Sash 30" Height 36' Height 1 48" Height 1 54- Height 30" Height 36" Height 48" Height 1 54" Height
Width -- — -rilt--ke, Head - Head Head 1�1 Head
Raint Lemel (in) Head JEJ � ;a- E
Hand & Sill & Sill E
& sill & sill & Sill & sill A & Sill
R1 & sill I 1 11 11
Anchor Group A Anchor Group C
25-1/2" 12.147 1 1 +C2+1 121 1+02+1 131 1 +C2+1 3 1 +C271 3 1+02+1 2 1 +C2+1T3 -1—+C2+1 1,3 1 +C2+1 3
—
;5 2W 13-397 I+C2+1 21 1 +C2+1 3 I+C2+1 3 7+C2,1 3 1+C2+1 2 I+C2+1 13 I+C2+1 13 1 +C2+1 3
361, 17,397 I+C2+1 2 1+02+1 3 I+C2+1 3 I+C2+1 3 1+C2+1 2 I+C2+1 3 I+C2+1 =3 1 +C2+1 3
63
42' 20.397 I+C2+1 2 1 +C2+1 3 1+G2+1 3 1 +C2+1 3 1 +C2+1 2 I+C2+1 3 1 +C2+1 3 1,C2+1 3
48" 23.397 I+C2,1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 1+02+1 2 1 +C2-1 3 1+02+1 3 1+C2+1 3
601, 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 +7+2 3 2+C2+2 3 2+G2+2 3
75" 36-897 2+C2+2 2 2+02+2 1 3 1 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 31 2+C2+2 31 2;62;2 3
anchor
hor Group 8 Anchor Group D
25-1/2" 12.147 I+C2+1 12 1+C2+1 3 1+C2+1 31 I+C2+1 3 I+C2+1 2 1 +C2+1 3 I-C2+1 3 I+C2+1 3
77727-1 3 I+C2+1 3 1+C2+1 3 I+C2+1 2 1+02+1 3 I+C2+1 3 I+C2+1 3
z — 73 397 1+ 28-
— ------------
36' 17397 I+C2+1 2 I+C2+1 3 1 +C2+1 3 1+C2+1 3 1 +C2+1 2 1+C2+1 13 I+C2+1 3 I+C2+1 3
42" 20.397 1+C2+1 2 1+C2+1 3 I+C2+1 3 I+C2+1 3 I+C2+1 2 1+C2+1 13 1+C2+1 3 I+C2+1 3,
0 48" 23,397 1+C2+1 2 1+C2+1 3 1+02+1 3 I+C2+1 3 1+021-1 2 -3 I+C2+1 3
7C2+1 3 1+C2 I
60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 i3 2+C2+2 3 V2+C-2+2 3
75' 36,897 -2+C2+1 21 2+C2+2 131 2+C2+2 3 2+C2+2 3 2+C2+2 2 2-
SEE TABLE 6 FOR DESIGN PRESSURE
TABLE 14:
'Glass Types
Anchor Quantities
for
XO or OX Windows
i 1-4
Sash
Height
1 36- Height 48- Height
54- Height
3
H"g' 3"�
1' Height
Width
(in)
L3G-
Head
H a( 7-F
Head
=F —H
Head
H
E Head
-
-
E
I d
i..d
Reinf. Level
R2
& Sill
& Sill
& Sill
",IT
& sill
UH & Sill
Sill
Anchor Group A
Anchor Group C
25-1/Z
12.147
1 +C2+1
2 1 +C2+1
31 I+C2+1-
3 1+C2+1
13
Lb 28"
13,397
+
I +C2+1
2 I+C2+1
3 1+C211
3 1+C2+1
3
36-
—
17,397
—20.397
1 +C2+1
2 1+G2+1
3 I+C2+1
3 1 +C2+1
3
00 42-
Not Allowed
1+C2+1
2 1+02+1
3 1 +C2+1
3 1+C2+1
3
?: 48"
23.397
1 +C2+1
7+
2 C2+1
3 +C2+1
3 I+C2+1
3
C 60,
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
3T2+C2+2
3
75' 36.897 2+C2+2 J22+C2+2 3 2+C2+2
Anchor Group B
Anchor Group D
25-1/2'
12,147
[1 -2+624 IF3]
-Yj--j +dj+ T -1
.- 3
+C2+1
2--J-+C2+1
3 I+C2+1
3 I+C2+1
13
b 28'
13.397
I+C2+1
2 I+C241
13 1,-C241
3 1+C2+ 1
-
3
-- -
I+C2+1
2 I+C2+1
3 1+C2+1
3 I+C2+1
I 3
I7.397
I+C2+1
2 I+C2+1
13 1+C2+1
3 I+C2+1
3
I+C2+1
2 -1+C2+11
3 1+C2+1
3 I+C2+1
13
42'
20.397
1+C2+1
2 1+C2+1
3 I+C2+1
3 I+C2+1
3
I+C2+1
2 I+C2+1
3 I+C2+1
3 1 C2+1
13
0 48'
23.397
I+C2+1
2 1+C2+1
13 1+C2+1
3 1+C2+1
3
1+C2+1
2 I+C2+1
3 1+G2+1
3 I+C2+1
�3
60,
29.397
2+C2+2
2 2+
3 3 2+C2+2
1 1
3 2+C2+2
3
2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2 13
r 75- 1
36.897 1
2+C2+2
�C2+2
2 2+C2+2
—_ 2+C2+2
3. 2+C2+2 13.
7—
74
7; -C2+2
3
2+C2,2
2 2IC2+2
3 21-C2-12 13
2+C2+2
2-
3
SEE TABLE 7 FOR DESIGN PRESSURE
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY VIFFH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS.
Max. Anchor 0,13, Anchor Anchor
'no
Spacing for "Integral_ Group EE Group F
Fin" Installation 2.5' 4-
FOR OX WINDOWS (XO SIMILAR):
ANCHOR QUANTITY
-PER JAMS
2+Zi+2 Ti I
HEAD AND SILL ANCHOR QUANTFYi
(2) ANCHORS AT THE FIXED SECTION
' A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (2) ANCHORS AT THE SASH
TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL.
SEE ELEVATION, SHEET I
L SEE ELEVATION, SHEET 1
SEE CLUSTER DFTAII S, SHEET 6
SEE ELEVATION,
0__SHEET,
SEE
ELEVATION,
SHEET I MEETING RAIL
REPEAT ANCHOR PATTERN AT SILL
ANCHOR QUANTITY
PER JAMB
HEAD AHOR AT THE SASH
A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
(2) ANCHORS AT THE FIXED SECTION
A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL
+ (1) ANCHOR AT THE SASH
TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL.
4
SEE ELEVATION, SHEET I
SEE ELEVATION, SHEET I
SEE ELEVATION, SHEET' I
----------------
T
-------------
7
ELEVATION,
X X 0
I SHEET I
X
sEF
F "VA TK
FEET I S
, �/—
`- MEETING RAIL-
\ SEE CLUSTER
DETAILS,
SHEET
REPEAT ANCHOR PATTERN AT SILL
Max, Anchor O.C. Anchor
Spacing for "Integral- Group F
Fin" Installation I
NOTES,
1) FRAME DIMENSIONS ARE BUCK WIDTH
AND BUCK HEIGHT (SEE SHEETS 34).
SASH SIZE IS AS PER THE FIGURES ON
SHEETS ".
2) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE.
PRODUCT REVISED
as comp y ng with Ohs FBon
.Hding C.d.
GA-N.. 20-0406.02
E.plr.d.. pate 09/24/2025
By
C) NO CHANGES THIS SHEET.
AK - 03/27/20
cY
>
�z
R
FX U)
0
--
0
OC
0
I
0
CL
T
z U-
UiFd
LU
I- z
MO
LU
U)
UJ
<
Z
IL
0
W
-1
-j
0
z
z
0
<
Z)
<
z
Z
0 0
W
T
0
N
X
C�
Z
0
No- 58705
S�af
TATFF
/0NAL
/V A, 111W MILE'R','RE
REA 68705
� TABLE 16:
I Glass Types
1 1 2-4
Reint Level
R4
_7
�75-112-
2 .147
1+C2+1
2 1+C2+1
31 1 +02+1
41 1+C2+1
14 1+C2+1
4 1+C2+1
2 I+C2+1
3 I+C2+1
4
1+C2+1
4 I+C2+1
4
15
.28"
11397
1+C2+1
2 I+C2+1
31 1+C2+1
4 f-HC2 1
4 17C2+1
1+C2+1
2 _1�C2+1
31+C2+1
1
41
1+C2+1
4 I+C2+1
14
36-
17.397
1+C2+1
2 I+C2+1
3 I+C2+1
4 I+C2+1
4 1+C2+1
4 1i-6 il
2 1,C2+1
3 1+C2+1
41
1+C2+1
4 1+C2+1
4
M� 42-
21397
I+C2+1
2 1+02+1
3 1+C2+1
4 1+C2+1
4 1+C2+1
4 I+C2+1
2 1+C2+1
3 I+C2+1
4
I+C2+1
4 1+C2+1
4
48*
23,397
1+C2+1
2 1+02+1
3 I+C2+1
4 1+C2+1
4 I+C2+1
4 1+C2+1
2 1+C2+1
3 I+C2+1
4
I+C2+1
4 1+C2+1
14
60,
29.397
2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
T�+2
75'
36.897
2+C2+2
2
ABLE 15
Max. Anchor O.C.
Glass Types
Anchor Quantities for XO or OX Windows
1-4
Spacing for "Integral-
Sash
30' Height 36" Height 48" Height T_�"
Height I d,-Height 30- Height 1 36- Height 1 48' Height
1 54- Height 1 63' Height
Fin" Installation
- Width
(in)
Head Head Head
E E
Iml
He ad
I 4LI Head I " Head
a E
I-N Head I -El Head 1-21
Head Iml Head
E E
Anchor Anchor
Fteinf. Level
& Sill siti M & Sill 0
& Sill
M Sill 0 & Sill
a
1:-1 &Sm I--] &Sill I--]
&Sill -- & Sill
F
R3
Anchor Group A
Anchor Group C
25-1/2-
12-147
C211
2 1+C2-1
3 I-C2+1
4 1+C2+1
4 1+C2+1
1 +
! I+C2+1
2 I+C2+1
31 I+C2+1
41 1+C2+1
141 1+C2+1 14
15 28"
11397
_1+C211
12 I+C2+1
3 1+C2-1
7 +C2-1
+C
4 1+C3+1
4 I+C2+1
4
2 I+C2+1
31 lir,2+1
4 1+C2+1
141 1+C2+1
4
_
36-
—
77 397
7__
+C2+1
2 I+C2+1
77—c
271
—
4 1+C3+1
+C
4 1+C3+1
4 1+C2+1
4
2 1+C2+1
1+C
3 1+C2+1
4 1+C2+1
4
42'
20-397
I+C2+1
2 I+C2+1
3 J+C2+1
4 1+C3+1
4 1 +C3+1
M2+2
4 1+C2+1
I+r _2+1
I+C2+1
2r_
I+C
3 I+C2+1
4 1+,-2+1
4 11E2 S
4
48-
23.397
I+C2+1
2 !+C-2+1
3 1+C2+1
4 I+C2+1
4 I+C2+1
4 I+C2+1
2 I+C2+1
3 I+C2+1
4 I+C2+1
4 I+C2+1
4
.0 64r
29.397
2+C2+2
2 2+C2+2
3 2+C3+2
4 2+C3+2
41 2+C3+2
4 2+C2+2
2 2+C2+2
3 2+C2+2
4 2+C2+2
4 C2+2
4
1 75"
6.897
2+C2+2
2 2+C2+2
---------------
31 2+C3+2
- --
L4
+C3
4 2+C2+2
2 2+CC2+2
3 2+C2+2
4 2+C2+2
4 2+C2+2
4
NOTES:
1) FRAME DIMENSIONS ARE BUCK
WIDTH AND BUCK HEIGHT (SEE
SHEETS 3-4). BASH SIZE IS AS PER THE
FIGURES ON SHEETS".
2) FOR SIZES NOT SHOWN, ROUND UP
TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE
TABLE.
Anchor Group B Anchor Group 0 Z) SEE SHEET 9 FOR A GUIDE TO USING
THESE TABLES
4)`1/4-112-1/4" AND -113-113-1/3'
INDICATE THAT THOSE STANDARD
SASH CONFIGURATIONS FALL WITHIN
THE SASH WIDTH RANGE IN THE
ADJACENT COLUMN. "CUSTOM"
INDICATES THAT NO STANDARD SASH
CONFIGURATIONS FALL WITHIN THE
RANGE
h4ax. Anchor O.C.
Anchor Quantities for XO or OX Windows
Spacing for
Sash 30" Height 36" Height 48" Height 54" Height
63- Height 1 72" Height 30- Height 36" Height
48" Height 54"Hiaight
6S Height 1 72" Height "Integral -Fin"
Width —
Head Head
Head
1
-
Head Head Head Head
Head
Head
Head
Head
(in)Head
& Sill
Al
I-f,:l
Sill 01 & Sill & Sill
& &Sill
& Sill
& Sill
& Sill
1r.1 Anchor Group F
2-L-S —I,, L_0_
Anchor Group A
Anchor Grout) C
25-1/2"
12.147
I+C2+1
2 I+C2+1
3 1+C2+1
4
1+ 3+1
4 1+03+1
5 I+C4+1
5
4 1+C3+1
5 I+C4+1
�5 26, 13,397 I+C2+1l 2 1 +C2+1 3 1+C3+1 14 1+C3+1
5
36"
17,397
I+C-2+,
2 1 +C2+1
3 I+C3-1
14
1-C4+1
5
4 1 +C4+1
5 1+C4+1
4 1 +C4+1
5 I+C4+1
C 3 1+C3+1 I+C4+1
42" 20,397 NotAllowed I +C2+1 2 1 +C2+1 4
F2+i2
5
48"
3397
1 + C2+1
C
2 I+C3+1
I 1+C1+1
4
1+134+1
4 1+G4+1
5 1+C4+1
5
ro
r _&T
76
29.397
36-897
C + 2
C +
2+1 2 2
2
2
2
14,
4
1 1
2+C4+2
2+C4+2
4 2+C4+2
5 2+C4+2
5
151
141 2:+� �+2
51 2+C4+2
11 11 Anchor Grouc, B a Anchor Grouo D I
25-112-
12.147
1 +C2+1
2 I+C2+1
3 I+C2+1
41
1+C3+1
4 I+C3+1
I+C4+1
5 1 +C2+1
21 1+C2+1
_3T I +62+1
14 1+C3+1
+ +
4 1 6
51 4;1
i5 28"
13.397
+C2+1
2 I+C2+1
3 1+C3+1
4
I+C3+1
4 I+C3+1
15 I+C4+1
5 I+C2+1
2 1+C2+1
3 1 + C3+1
4 1+C3+1
4 I+C3+1
5 1+C4+1
5
36'
IT397
I+C2+1
2 I+C2+1
3 1+C3+1
4
I+C4+1
7 1+ +1
77_
, 5 I+C4+1
5 1 +C2+1
2 1+C2+1
3 1+133+1
4 1+ C4+1
4 1+C4+1
5 74+1
5
tb 42e
20.397
1+C2+1
2 I+C2+1
3 I+C3+1
4
I+C4+1
4 I+C4+1
35 1+C4+1
5 1 +C2+1
t
2 1+C2+1
3 I+C3+1
4 I+C4+1
4 1+G4+1
5 I+C4+1
5
48-
23-397
I+C +1
2 1+C3+1
3 1+C4+1
4
I+C4+1
4 I+G4+1
15 I+C4+1
5 I+C2+1
2 I+C3+1
3 1+C4+1
4 I+C4+1
4 1+C4+1
5 I+C4+1
5
69—
1
_29317
2+C2+2
2, 2+C3+2
P 2+C4+2
4
2+CT2
Z 2;T4+
2+(34+2
5
5 2+C2+2
2 2+C3+2
13 2+C4+2
4 2+C4+2
4, 2+C4+2
5 2+C4+2
76"
36,897
2+C2+2
4 2+C4+2
5 2+C4+2
161 2+ 2
2 7]
2;63�2
3 2+C4+2
1
4 , 2+
2+C4+2
5
MINIMUM ANCHOR QUANTITIES SHOWN ALL ANCHORAGE MOST ALSO COMPLY WITH THE MAX. GO, SPACING SHOWN ON THE ELEVATIONS.
PRODUCT REVISED
as complying -Ith the Florida
Building Coate
e
aeon -No.
20-0406.02
Expiration Date 09/24/2025
By L_
MI—i-Dade Product Control
C) NO CHANGES THIS SHEET.
o AK - 03127120
>LD
iK
:L--n
0 0
0 Cj
IT
0
0
LL U3CD
fl
-
7: LU -
ke �
W 00
I.-
tj
LU
_z
0
0
UJI
z Cf t-
< J z
2
z
0 0
N
5 E
Z 0
< T
No.58705
t�fi
ME C1:,
N
NAL,
ftJ110",
A. LYNN MILLER, P.E.
P F,# 58705
TABLE 17
Glass Type
Anchor Quantifies for XOX Windows
Sash
Sash 24'H.ight
Width
30- Hmbt
48� Height
54-Height
I
�3-Ho Ight
24"Hetqhl
4
54-Hetghl
BY Haight
Configumbon
Leve
Rang, (n) Head a Sl
bead &Sffl�
�Remf
Head ksiff
bead &Sit
Head & Sitl
Head & Sill E Haad Silt.
Head ;§ Sill E
#lead & St. E�
Nsari 8 Si8 �.R3
Anchor Group A
Anchor Group C
I
35-114-
x-m-m
it 3q 1-(3210-(32�1
I I
2, 111-2-01-13211
2 I�C2-0+ �j
I++-C2-11-4 1--C2-0+C2-1
4 I+C2+0+C2-1
4 I-C2+0+G2,1
2 1,C2+0-C2,1 2
I+C2+o+c2+1
I+C21 1 1
1 +
+ I + +
38"
y
23 '�a '2 ��08
12.308-12,31)811,C2+0�C2+1
2 I+C2+0+C211
2 I+C2+0+C2+1
3 l+C2+0+C2+Ir4
l+G2+O+C2+'i
4 1+C3-0+C3+I
4 l+C2+0,C2+1.2
I-C2+0+C2+112
IIC2+DFC21 13
l+C2'O+C2+1 4
1+C2+0-C2,1
45-118"
Y-X-y.
3 3 IIC2+0+02+1
2 7IC2+0102+1
2 11C2+0+C2-1
3 1-MIO-C3-114 !+C3-0+G3+1
4 i -c3-O-C3-1,
4 l--2101C?+I
-12
2 1+C2+0+C2+I
!+C2+0+C2-11 3
1+03+0,C3,1 4
-I+C3*OIG3+1
l,C3-0+C3+I 4
I+C3+C+C3+1 4
%-Y.-Y.
3 S
l33S8-146S3'j,C2+0-C2,I
P122%
;1 I+C2-0-r-2,1
2 1+02-0-C2-1
3 I-C3+0-C3+11
4
4 1 -C3,0+C3-11
4
2 I+C2,0,C2,1
2 1,C2-0,C2-113
I+C3+0+C3+1 4
"C3+0-C3+1 4
1�( G3+1
47-314'
'44 E-
Y,-Y,-Y4
11291 -12,297 111C2+0+C2,,-I
1 �IS' - 12 2g7
2 1-,02,0+C2+1
2 I+C2+0+C2+1
3 I+C3+0+C3+1
4 I+C3-0,C3*1
4 1 -C3+ O+C3+11
4 1+r-2+0+C2+1
2 I+C2+0+C2+1
2 I+C2+O,C2+1 3
I-C3+ C3+11 4
1+ C3+0+C3'1 4
-
11C3101C311 4
S5i,
12298 -15558 11C2+0-C211
2 I+C2+G+G2+1
- -
2 1��C2+'6+C2-1
-
i I+C3�O+C3+1
4
4 11C3101C11114
I+C2+0+C2+1
2 T+C2�0,C2,1
2 I+C2,0�C2,113
- I
1+r,3-0+C3+1 4
I-C-3-0+(33+1 4
I,C3+0+C3+l 4
Custom
-12.0h3_l,C2+2,C2,I
2 I+C2,2,C2,1
2 I,C2+2+C2,1
3 I+C? 11+C211
4 l+C2,,I+C7+1
4 1,C2+1+C2+1
4 I+C2+1,C2+1
2 I+C2*1+C2,1
2
I*C2,1-C2-1 4
I+G2-1-C2+1 4
I-C2+IIC2,1 4
52-118"
Yy%
12 017 -13 397 -,+C24�62� -i
iT-C1+r+.2-Ir2
I+C3+0+C3+1
3 I+M-D+C3-1
I+C3+0+C3+1
4 1+C3�01C3-1
4 I+C2-0+C2-1
2 I-C2+0-C2+1
2 I+C3+0+C3+1 3
I-C3,0+C3,1 4
I+C3+0+C3+1 4
I,C3+0+C31I 4
v7w-6 lIC2+0+C2+4
2 l*C2+0+C2+Ij2,I-C3-0--C3+I
3 I-C3-0-C3+1
4 I-C3-0+C3+1
4 I+C3110+C3+1,
4 I+C2,0*C2,1
2 I+C2-04-C2+1
211+C3+0+C311 3
4+C3+0-1-3+1 4
1-C3+0+C3+114
I+G310+r311 4
o
Custom
11 391 -13.397 IIC2+2•C7+1
2 I+C2+2+C2+1
2 1+1-2+2+C2-1
3 I*C2+2-C2+1
4 I+C3-2+C3+1
4 I-C3,1+C3-1
4 1+C2+2�IC2+1
2 I+C2+2,C2+1
2 Ta.+2 �r-2+1 3
i+C2+1+,C2+1 4
I+C3+l-C3-11 4
1,C3+1-C3+14
60-
--3i-
4-YI,3�
- --I ---------
13,3966 - 16 �360 1+C2+2,C2+1
- -,--2
2 I+C2+2+C2+1
-I�C2-2+C2+1
- - -
3 I+C3+2+C3+1
--- -- --------- ------ ------ -
4 I-IC3-1+C3+1
--
4 1+Q3+1-C3+1
4 I+C2-1+C2+1
2 I+C2-1+(,2,+l
2 I+C2-1+t;2+1 311C3-1+C3-I
4
I+C3+1,C3-1 4
C3-1
'I - 19, 641 1+C2+0-C2-1
2 I*C210-C2-1
2 I-C3-0+r.3+1
3 1+C3-0-C3-1
4 I+C3,0-C3-1
4 I+C'�IGC3+1
4 I+C,2+0+C2+1
2 1+C2+0+C2+1
2 1+C3-0+C3+1.2
1,C3+(F,,C3,I 4
i*01+0+C31114
I+C3-0+C3+1 4
75"
Y%-%-Y�4
'j", I. T�
I C2-2+C2+1
_2
2 I,C2+;-,C2,I
2 1 I-C2+2-C2-1
3 1+02+2+C2+1
4 1+C-3121+C3+I
4 I+C3-2+C:3+114
I+C2+2,C2+I
2 1+C2+2,-C2*1
2 I-C,2*2-C2+1 3
I+C2+1+C2+1 4
I+CI.41C3-1
1,C3,1,C3,1 4
19 24,S41 �T�C2+0+f2+1
T
�C3+0+C3+1
l+C3-0+C3,1I
',I 1�C3+0+C3-1
4
4 1� C4+0+G4+1
4 1+ + 2+1
2 I�C310�C3+1
-C3,0,
2 C:I-i3
1-C3+0+C3,1 4
l+C4+0+C4+1 4
1+f4+0+C4+1 4
27.641 32.516 '1 2,C2+2+C2,2
212,C2+2+C2+2
2 2+ C-9 +57-1
2_27+2
3 2+C3+2+C3+2�4 !+C3�2+C3-1
4 I+C3+2+C3,1
4 I+C2o2+C 2+1211+C2�2+C2-1
2 I+C2+2+C2+1! 3
1 4
Imlij 4
IIC3*1+C-3+114
Custom
32,517 -311641 12�C2-0+r-2�2
2 1? rC310+C-1+2,
+ +O-C3+2
1 2 -C3+0�C3+21412,C3�0+C3+
4,2 -C3�01C3+2
4
�+C3+0+C3-I-21' --I
-5+C3+0-C3+2 4
2-C3-0+C3-2j4j2+C3-0-C3+2j4
7- -�-
12F
1/, y_ %
735--- -
-- .1 T72+1+1211
�,C2,313
12+12C32��2�-2
�3121412-C
2+CI!+��
2+C3+2 C3+2
412+(=,3-2+C3-2
4
Anchor Group B
_jEjE=j
Anchor Group D
35-1/4"
1 ;62:10+C
162+ C2-171
1r-2+0+C2+l,4.l+C2+0+C21I
4f-
-T�--C2�0,-C2��12
2
+C2-3+C2,,l'3
1+C2,0+C2+1
0-C2-1 4
38°
12308 -_j!±8`l+C210+C2-I
2 I+C2+0+C2+1
2 I-C2+01C2+11
3 1+C2+0+O2-I
4 1+(;2+0+C2+1
4 I+j3+01C3-1 4 I+C2-0+C2-1
2 I-C2+0+CS+1(
2 1-C2+0+G21113
lIC2-0+C2-1 4
I-C24T+C2-1I 4
1-C3-0-C3+1 4
V4-y2,-%
11,391 - 13 397 1 I-C,2+0-C2* 1
2 I+C2-0-C2+1
2 I-C2+0+C2+113
I+C3*0+G3-1
4 11 �C3�6+C3+1
4 I+C3-0+C3+!-4 I+C2+OIC2-1
2 1IC2+0+C2+14
2 !,C2*0)+C2-113
1.C3*04C341 4
I+C3+10+C3+1:4
14C3+0+C3+I 4
45-118"
34,Y,Ys
13.398 - 14.683 J1+C2:+O-*Z2,1
2 T, C-2 0 �-C2 + I
-j T+ C21()-1 02 * 113
1+C3+0+C3+1
4 1+O3+0+C3+1
-
4 I+C3,0+C3,1
-
4 I+C2+0+C211
2 1+C2-0-C2111
2 '+c2-0+(;2,il 3
I+C310IC3+1 4
I*G3+0+C311 4
1
Y4-/2-Y4
11391 - 12.297 jjl+C2+0+C2,Il
2 I=C2+0+C211
2 IIC2+01C2+11 3 IIC3+0,,C3-1
4 I+C'-HG�C3+1
4 I+C3+D+C3+1
4 I+C2+0+C21
2 I+C2-0+C2+112
l+C2+0+C21-I 3
I+C3+0+C3+1 4
I+C3+0+C3+1
t417�311T-C-3+1 4
47-314"
% �/, -A
12.298-l5,558!,jl+C2-0,C2+l
2 I+C2+0-C2+1
2 I-C2-0+C2+1
3 I*C3-0-C3-1
4 !,C3+0+C3+1
A 1+C3+G+C3-i
4 I,C2�+O,C2+1
2 1 + C2+0 +C2+ 11
2 I+C2+0+C2+1 3
I+C3+0+C3+1 4
I+C3-�O+C3,1 4
I,C3-0+C3*1 4
Coal.
113 91 -12 Ole iI-C2+1-C2-1
2 I+C2+1-C2-1
2 1 C2-1 - C2,11 3 '+C2+1+C2-1
4 I+C2,1+C2,1
4 I,C2,1,,G2+1
4 1+C2+1+C2+1
2 I-C2+1+C2+112
I-C21-C2+1 3
1 G2 1 C2 1 4
11C2+ 1 4
I+C2+l+C2'1 4
52 !18"
Y,
12017 13397jl�C2+0-C2,1
2 T 62+3+C2+1
2 I+C3+0,C3+1i
-
3 1,C3+0+1-3 -1
--r
4
'3+0+C3,1
4 I+C2,0-C2+1
0 2,
+C 1,
2 3l9+c3+0+r
4
1+E-1 +C31�+I' 4
IC3i0+C3+1 4
Y, Y�
13398 TT0l61l1C2+0+r-2Ir1
2 1+ C2 �()+C2111
2 TC3�0+
I C3"12
!+C3+0+C31l
4 1+.+0�11+1
4 1 L�310 IC5
4 T162+0-C2+1
211 +C2.0�C2,1,
1l+C3+o+C3+I 4
'21 1 4
16�C311 4
Custom
11391
2 1+C2+2�C2
2 I+C2+277�
3 I-C2,+I,C2+1
4
4 1 �C 3 +1 +C3+11
4 1 11 G2-1
2 1-C2121C,?+I1
2 1,C2+2+C2+1 3
I+C2+1�C2+1 4
1IC3+1-C3' 1 4
1 -C3+ 1 +C3+11 4
60'
Y4-Y2-Y4
13.398-1
3 'g 5,360 T+ C2+ I -C2-I i
2 I+C2+2�(32-1
-i -iT -- -
6i+2+ CF2� TjiT-�C3-1+C3-1
4 1 -C3 + I -C3+ 1
4 1 +Gi� +C3+11
I
4 I-C2+1+C2 1
2 I+C2+1+C2-112
1+C2+!+C2+1 3
I+C3+1+C3+1 4
IIC3,,l+C3-1 4
IC3+1,G:3,
-I g,gci T, -r2,oC2 +-i
-i 1
-2 1+C,3+o+c3,-,l
3 I+C3+0,C3+1
4 I+C340+C3+1
4 1 +C3+0+C3+11
- -- ---------
4 1+C21()+C211
2 11 2
I+C3-O-C3+1 4
1+C3+0+C3,1-4-
75'
y4-Y,%
IT141 19 110'1I+C2+2-C2+ 1
2 1+C2+2,C2+1
2 11 C2 +2+ C2,11
3 I-C2+2+r-2-1�
4 !,Cg+I+C3�1
4 I+C3-1�G3,t
4 I-C2+2 -C2�1
2 2+51CI,�
!+C2+2+C2,1 3
I+C2+1+C2+1 4
1 + C,3� I +C3� 1 4
I�I]311 -C3111 4
%-%-Y�
19 1 24 341 H+C2+0+C2+1
2 1+C3-0+C3-1
2 1+C3-0-C3-1
3 1+�OIC3+114
I-CT+O+C,I+l
4 l+f-4+0+G4,1.4
11+C2+O+C2+1
2 I+C3+0+C3+1
2TI+CY+0,C3+1 3
l+C3+0+C3+1 4
1+C4,0+C4+1 4
l+C4+0,I&1I4 j
%-y'-Y,
27-641 32.516 21C2+21C2-2
2 2+C2+2+C2+2
- - -------
2 I+C2-2-C2+
---- -- ---------
1+C3+2+C3+114
_;2
,
C�01+C3+1
4 1 +C3 + 11-C3+
4 11 1 1
+ + I +
I+ +2+C2+1 3
I+C3+1+C3+1 4
I-C311+C311 4
I-C3+!IC3+114
Custom
32,517 - 39 641 2+CI? 10-C2-2
2 2IC3+0+03+2,
+213
2,2+1-34+C3-
3 _3 t�tl+
2+610Z �321
412+C3+0-03+2
4 2+C2,0,C2+212I2+C3+0-C3-2
2 2-C3+0*C3+21 312-C3+0FC3+2
4
2*C3+0+C3+2 4
?Ial+()-C3+2 4
1201,
-311.�17+72+2+1,112
--t2
2 7+2+1+
2+C3+2+C3*2
4 2*G3 2-C3-2
4121(,3-2+LC31
412,c2-2,r-2+2
212+u*2+u+2
2 -2*G2,2*
12-C-3+2+r3+2 4
2- C3+2-C,312 4
MIN. SASH SIZE � WINDOW 'MDT
2
SEE TABLE 8 FOR DESIGN PRESSURE
Max. Anchor O.C. Anchor Anchor
NOTES 1 S
)U E THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN-
Spacing for "Integral- Group E Group F
2) FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
Fin" Installation 2-3" 4"
3 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4� 1/4-1/2-1/4" AND _113-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
-
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL. WITHIN THE RANGE -
MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS
Floridaas coniplyirog with the
BuildingCId, N _20-0406.02
E.piratio. mate 09/24/2025
By
Mianal-made Product Control
C) NO CHANGES THIS SHEET.
AK - 03/27120
W
>nod
X
0
(D ro
(D
't
0
0
in
C,
T
6
W
X Uj 7
XO
:5 1
00 0
W =
Ui
>
az
U,
ED
LL
0
<
Lu
Wqs,
Z
z2
Z
:D
0
<a-s
z
0
0
N
cr:
z
<
0
oc F,
%V 58705
%0„, SATE OF N
A LYNN MILLER. P.E.
P# E 58705
2-4
I Sash Sash24'Height 30" �lnge j�h -Height
Coofigiv.6 ,Vldh
ouIi Head &Sit! 11-21 -so & sill
Anchor Quantities for XCIX Windows
36" Height 't 6r Height 24" Height-30 Height
I -- - Io - I -o
E -lead & Sill Head & Sill Head & Sal
A--h- C-- A
SHOWN ON THE ELEVATIONS,
36" Height I 48" Height 54" r"ht 1 63' Height
Head & Sill E Hoed & Sill
r; Head & Sill Head & Si A-h- f -- I
35-1/4"
%-A-Y,
11.391 -11.391
1+02+0+C2+1 2
1+02+0+G2+11 2
I+C2-0+ 2+1 3
I-C210-C2+1
4 I-C2-0-C2-1 4
1-C2+0-C2+1 4jI+C210+C2-Ij2jI+E2---C;-C211
2 1,C2+0+C2+1 3
I.C2' O�C2,1 4
1,C2+0+C2+1
1-C2+0+C2+1 -41
39,
12.308 - 12308
I+C2+0+C2+1 2
1+C2+0-C2+Ij 2
I+C2+0+ 2+1 3
I+C2+0+C2+1
4 I+C2*O.C2+1 4
1+r,3+0+C3+1 4
1+C2,0+C2+1
2 I+C2+0+C2+1
2 I+C2+0+C2+1 3
I+C2 1 -O+C2-1
I+C2+0+C2+1 4
+210+Cl+l 4
L
45-118'
11391 -13-397
1-C2-0+C2+1 2
1+C2+0+C2+112
1-727572+i 3
17cTo+cTi
4 I+C3+0+C3+1 4
1+04+0+04+1 4
I+C2+0+C2.1
2 1+47;2+0�C2+1
2 1,C2+0+C2+1 3
T+C3-9+(33+1 4
I+C3+0-C3+1 4
I+r-4+0+C4+1 4
13-398 - !T683
I+C2+0+C2+1 2
1 +C2+0-C2+11 2
I+C2+1)+C2+1 3
I-C3+0+03+1
4 I+C3-0+C3+1 4
1+1-3+0-C3+1 4
I+C2+0,C2+1
2 I+C2�U�C2+1
2 I+C2+0+C2-1 3
1+C3,10+C3+1 4
1IC3+0-C3+1 4
I-C3+01C3+1 4
47-314'
y,y,%
11.391 - 12-297
-�2+295
1+C2+01C2+1 2
11C2+0+
1+C2+0+C2+1 3
1+C3+0+C3',
4 I+C�i+O+C3+1 4
I+r-4+o+r,4+i 4
1+C2+0+C2+1
2 1+02+0-+C-2+1
pI+C2+D+C2+1
2 1+1-2-0+C2+1 3
I+CZ"
1+03+0-C3+1 4
1,134+0+04+1 4
p/
�/
-
- 15.558
1+02�0 -r2�1 2
1 +C2�0�02-�' 2
I,C2-0�C2+1 3
I+C3-0,C-I+l
4 I+C3+0+C3+� 4
I-C3+1)+r3+1 4
11C2+0+C2+1
2
- - -
2 1
�C2+0+C2+1
1 +C3+04 C 3+114
-
T�Z3+0+C3+1 4
+1
I-C3+0+C3 I
52-1/8'
C,usto.
Y_y,%
11.391 - 12.046
12.017 - I iiiii-
I+C2+0+C2+1 2
1+C2+0+C-9+112
1,C,3+G+C3+i 3
I+C3+0+r-3+-,
4 I+C4+0+r-4+1 4
C4+11 414+CI+�04-114
1+C41o+C411 4
1�C2+0,C2+1
I-C2+0-C2+1
2 I�C2.0�C2-1
2 i�C2+D+0,2+1
.2
2 I-C3+0-03+1 3
2 1+C3+0+E3+1 i
I+M+D+C3+1 4
T+
-�i+-6761+14
1+C4+D+C4+1 4
T�641 +C4+1
I+C,l,U+C4+1 4
4-R)+C4+1 4
%-Y,%
13.398 -17.016
1+02-0+C2+1 2
I+C2+0-C2+1 2
1IC3+0+C3+1 3
i+C3+0+0+1
4 I+C4+C)-C4+1 4
1 4
+�+O-C2+1
2 IICZ+O+C2-1
2 1+C3+0+C3+1 3
I+C3+0+C3+11 4
1+04+0+C4+11 4
I-C-4-0+04+1 41
Custom
11.391 - 13,1397
I-C2+2+C2+1 2
I+C2+2+C2+1 2
1+02+2+r-2+1 3
I+C3+2+C3,1
4 1+03+2, C3,1 4
1 +C34 2+CZ t 1114
I-C2+2+C2+1
2 I+C2+2+C2+1
2 I+C2+2+1-2+1 3
I+C3+2-C3+114
I+C3+2+C3-11 4
9-C3+I+C3,1 4
u, 6g'
ro
Y.-Y,-y4
13�398 - 15�360
1 - MI
5. - 19�641
T+C2+21C2 ' 1 2
I+C2+O+G2+1 2
I+C2�2+C2�1 2
I+C2+0+C2+1 2
!+C2+2�c-2+1 3
I+C3+0+C3+1 3
+
1 C3+2+C3+1
1+CA.O+C4+1
4 1+ 2+C;3�1 4
C3+
4 1+C4'�Q+C4+1 4
I+C3-2+C3+1, 4
I+C,1+0+6�+ -1
I+C2+1-C2�1
1� +0+C211
2 I+C2+1+C2+1
2 7+CZ+0+C2+1
2 I+C2+1+02+1 3
2 1 +CZI+0+0311 g
I+C3�175+'Ij 4
17- OZ+76+04 +114
T+CT'1+M+1,1, 4
1+C4+0,G4+11 4
';,+C5+1-C3+1 4
1+C4+Cl+C4+1 4
75-
--Zusiom
Y%-Y,
Ti -391-I3-397
13.398 - 19110
1 TC2+3+C2+i'T7+(52+3+C2-1
11C2+3-C2,l 2
2
I,C2,3,C2�1 2
I+C2+4+C2+1 3
I,C2�31(3211 3
I,C3+4+C3+1
1,C3,3+C3�1
4 I+C3+4+rvy+7 4
4 + + + 4
11 C3+z C3 1
I-r,3+3+C3+1 4
+ +2+ +
1 C3 C3 1 4
1,C2+2+02+1
1 +C2+2+1-2+1
2 I+r-2+2+C2+1
2 1+C2+2+02+1
2 11C2+3+--211 I
2 I+C2+2+02�1 3
11C313+C3-1 4
I+C3+2+C3+1 4
1+C3+3+C3+1'41
-7E3;2
T+ , -4C-3+1 4
1+C3+2,C3+1 4
11C3+2+63+1 4
%-%-Y,
19,111 .24.641
I+G2-0+C2+112
I-C3H0IC3+1 2
3
1 +04-0+C4+11
4 1 I+C4-0-04+1 411-C4+0+04+1
2 I-C3+0+C3-1
2 I+C3+0+C3+1
4
1+C4+01C4,1 4
+ 4+0+Ci+l
Custom
17S41 - 19,397
1+C2+4+C2+11 2
I+C2+4+C2-1 2
1-C2+4+C2+1j 3
I+C3+4+G3+1
411+C3+4+C3+1 4
I+C3+31 C31 1 4
11 rC2,3,1-2+1
2 I+C2+3+C2+1
2 I+C2+3+1-2+1 3
I+C3-3+03+1 4
I+C3+3+C3+1 4
I+C3+2+C3+114
99'
19,398 - 2431K)
W
1+C2�3+C2+1i2
2+ + :��2
1,C2-4+C2,I 2
Yl�+ -2
I+C2+4+C2,11
j3
2+02+3+C2+2I 3
I'C3+4+C-3�1
2+C3+3+C3+2
4 I+C3+4 +C3+1 4
4 1+C3+2+C3+1 4
I+C3-3+C3+1 4
1+C3+2+C�I+1 4
1 4
1� 2,1-2�1
C2+
1+C2+2+C2+1
1��+2+C2'I
2 !+C2+3+C2-1
2 '2+C2+1
217+C2-3,C2+1 3
211IC2+2+C2+1 3
I-C3+3+C3+1 4
T7312+C3+1 4
1-C3+3-C-3+1 4
4
1-C3+2+C3+114
T+1-3+2+C3+1� 4
129'
29.641 - 32.515
2+C2-4+C2+2i2
-2+C2-4+C2+2 -2
2+C2-472+2rl
2-C3+4-M+2
4 +C3+4+C3+2 4
2+C3+3-C3+2 4
1 4
2+C2+3+C2+2
2+C2+3+C2+2
2 2+C2+3+C2+2
2 2+C2+3+C2+2 3
2-C3+3+C3+2 4
2+C2�+3+C3+2 4
2-C3-2�-C3+2 4
Y, -%
32516-
3+C2+4+C2+3 2
3+C2+4+C2+313
2+C3+4+C3+2
412+C3+3.C3+2 4
21C3+2+C-1+2 4
2+C2+2+C2+2
2 2-C2+3-C2+2
212+C2+3-C2+2 3ji-6+3+C3+2
'2+C3+2*C 2 4
2+M-2+C3+2 4
LL 140'
... 2-to,
3+C2,4+C2+3 2
2+C2-4+(
4
2+�+3+C3+211 4
C�l �C
2+C2-3+1---2-2
2 2+C213+0212
212IC2-3+C2+ 312,C3,3,C3+
±4 4
2+C3-2+C3+2. 4
I w Am:nor uitow b 2 A-Mm 13- 0 1
35-1/4,
%-Y,%
1 11. 39'1 - 1 1.391
I+C2+0+C2+11 2
I+C2+0+C2+1
2 1+
I-C2+O+C2+1
4 1+(32+0+C2+1 4
=1-C2+70+�=+V':j4,-C2+0+C2+1�
2
I+C2+0+1-2+1 2
I+C2+ + _+I
1+ + C2+1
++ .1
I+C2+0+C2+14
38"-
12,308 - -,Z308
I+C2+0+C2+112
+C2+0+C2+1
2 I,C2+0+C2+113
1 r-2,0+C2+1
I+C2+0+C2+1 4
I+C3+0+C3+1�1 4
1�-C2+1)+C2+112
I+C2+0+C2+1 2
I-C2+0+C2+1
3 I+C2+0++111
I+C2-0,C2+1
4 1+C3+0+C3+I 14
45-118'
Y-Y-%
11.391 - 13.3397
U2-0,C2,1 2
1�1==k
1+C2+0,02+1
2 I-C2-01C2+1
1,C3,0+C3+1
4 I-C3+0-C3+1 4
1+04+0+C4+11 4
'+ _2
I+C24+i+�+, 2
I+C2,0+C2+1 2
I+C2�O+C2+1
3 1,C3,0,C3+ L4
I+C3+0 7371
4 11TT10+C4+7
1 4
-%
13.398 - 14#3
1+r-2+0-C2-1�2
I+C2+0+C2+1
2 I-C2+0+C2+113
I+C3+0+C3-1
4 I+C3-�C�I 4
I-C3+0+C3+114
2+0+C2+' 2
1+CZ+O+C2+112
I+C2+D+C2+1 2
H-� t+C2+1
3 1,03+ O+C3+11 4
I+C3-0+C3+1
4 I+C3+0+C3+1 4
47-314"
Y- Y- X
IT391 - 1 2 7
I+C2+0+C2+1
2 I-02+0+C2+111 3
I+C3+0+r-3-1
4 I+C3+01M-1 4
11C4+0+C4+Ij 4
+C-+.+-+'I"
1+E+0+C2+`Ij 2
I+r-2+0+f,2,-1 2
1+02+0+C2+1
3 �E+IT
I-C3+0+1-3+1
4 I-C4+0+CA4 1;
A -A-%
I2298 - 15558
1+-12!L�
I+C2+0,C2,1
2 1+�-D+C2+ 3
I-C33+0+C3-i
I+C3+0+43311 4
I+C3+0+C3+114
'2
1+E2+C2,1 2
1+�'2,0+02+1
3 1+C3+0+C3-11 4
I-C3-0-C3-1
4
Custom
11.391 - 12,016
I+C2+0+C2+112
I+C2+0,C2-1
2 I+C3+0+C-3+ 1 '3
I+C3+0,C3+1
4 I+C4+0+r-4-1 4
I+C4+0+C4+114
I +C2-r,+C2,, 12
I + C202
I+C2-0+02�11 2
1+C3+0+C3+1
3 1,f,3+�C3+1 4
I-,C4+0+C4-1
4 ^34
52-1/8"
Y-Y,-Y4
12.0-17 - 13,397
1+--2+0-C2+1 2
I+C2-0.C2+112
l+C3+0+C3+11
I-C3+0-C3+1
4 1+r-4+0+C4+1 4
1+C4+0+r-4+11, 4
1+C2+0+C2+11 2
I+C2�0-02�1 2
1+C3,0+C3,1
3 1,C3+0+C3+1 4
+ +
%-A-y'
13.398 - 17.016
I+C2-0+C2-1 2
I-C2+0+C2,112
I+C3-0-C3+113
I+M+G+C3+1
4 1,C4+0+C4+1.4
1+C4+0+C4+114
1+C3+0+C3+1
i+C3+G+C3, 4
I+C4+0+C4+1
4 1+04-0-r-4+1 4
Custom
773 3397
-7 - �i
T+-E+-
2+c2+1 2
I+C2+2+C2,112
T+C2+2+C2+11 3
I+C3+2+C3+1
4 I+C3+2 I
+C,3+ 4
1+ +2+C3+174
1+
I+C2+ 11
I ��-2+CZ+l 2
1,C2+2+C2+1
3 I+r,3-2,C;3+1 4
I+C3+2+C3+1
4 I+C3+1+03+1 4
SIr
T3 398 - 15 360
I+C2-1+C2+1 2
I+C2+2+C2+112
11C212�C2+i13
I+C3,2+C3+1
4 1+C3+1+C3,+1 4
1-�C3+1+C3+114
I +CE2' i2
1+ - +
1 +__, +'
1+C2+1+C2+1 2
I+C2+1+C2+1
4
3 1,C3+1+C3 1 4
I+C3+1+C3+1
4 4
15.361 -19,641
lIC2,C--C2+l 2
2+0+ Ij
I-CZ5+&+C3+1j 3
1+C4+0+Cs,-1
4 1 ^C44'0+CA+l
17--CW+ +114
--IC2+0102 1 2
2T0102 1 2 ---2T0 -1C
1 �2+0102-1 i
'._+_�j
C2+D--C2�1 2
1+C3+0+C3+1
3 1+04,0+C4+1 4
I+C4+0+C4,1
4 I+C4+0+0411
Custom
11391 - 13,397
I-C2+2+1-2+1 2
I+C2-3-02+11
2 1-C2+3+C2-1 3
I+C;a-3+1-3-1
4 I-C3+,I+C3+1 4
4
I+C2+2-C2+1 2
I+C2+2+C2+1 2
I+C2+2,C2+1
3 11C313+C3+14
I+C3+2+C3-1
4 I+C3+2+03+1 4
75-
YY,%
1&398 - 19110
I+C2+2,C2+1 2
I+C2+2-C2+112
I-C2+3+C2+1 3
I-C3+3+C3+1
4 I+C3+2+C3+1 4
I+C312IC3+11 4
I+C2-24C2+1 2
1-Q2+2+C2-1 2
I.C2+2+02+1
3 I+C3+2+C3+1 4
I+C3+2+C3+1
4 1-C3+2+C3+1 4
%-X-Y�
19,111 - 24S41 1+Q2+0+C2+1
1+C3+0+C3+1
211IC3+0+C3+1 3JI+C4+(HC4+I14
I+C4+0+C4+1 411+04+
Col 4
I+C2+0+C211 2111C3+ft-C3+1
211+r-3-0+C3+1
3 1+04+0+C4+1 4
1+C4+0+04+1
4111C4+0+C4+1 4
Custom
17,641 - 19.397
-1
1+0213+C2+ 1 2
I+C2+3+C2+1
2 I+C2+3+C2+1 3
I+C:3+3+C3+1
4 I+C3,3+C3+1 4
I+r-3+3+C3+11 4
1-C2+2+C2+1 2
I+C2-3+C2-1 2
14C2+3+C2-1
3 1,C3-3-C3+1 4
1+C3+3+C3,+i
4 I+C3+2+C3+1 4
W,
%-Y,%
19.39$ - 24.350
1+C2+3,C2+1 2
I+C2+3+r2+1
211*C2+3+C2+1 311+C3+3+C-3+1
4 1 -C3+3+C3+I, 4
1+C3+2+C3+11 4
1+C2+2+C2+1 2
l+C2+3+r 2-1 2
I+C2-3--
I-C3+2+C3+1 4
%-%-Y,
24�361-311.641
I+C2+2+C2+1 2
2+C2+2+C2+2
112+-+3-.2�2
-3]1+O3+2+C3+1
4 I+C3+2+C3+1 4
I+C3+2+C3+11 4
1-0212+02+1 2
1<2+2+C2+1 2
I+C2+2,C2+1
3 I+C3-2-C3+1(411��C3,2-Cl+l
4 I-C3+1+C3+1 4
'20'
Y4--'IIY.
29S41 - 32 515
12+C2-3+C2,2 2
2+C2+3,C2+2
2 2+C2+3+C2+2 3
2+C3+3-C3+2
4 2�C3,3+C,3+2 4
21C312+C312i, 4
2,C2.2+C2+2 2
2-C2+3+C2+2 2
2,C2+3+r-9+2
312+C3+3+C3+2 412-C3+2+C3�2
I
4 2,c3+2+(;3+2 4
�_y _y
y
ELLH24
2+C2+3+C2+2,2,2,C2+3+C2+2
212+C2+3+C2+2 312+C3+3+C3+2
412+C3+2+C-3+2 4
---T
2+C-3+i;C3+2 4
g2�02+2+C2+2 2
2+C2+210212 2
- 4
2+C2�3+C2+
312+C3+�;C3+2 412�6�2;63+�
4 2+C3-2+C-1+2 4
140Y
Custom
-39,64102+C2+3+(,2,-212124C2+3+C2+2112+C2+3�+C2+273�2_iiL+�E3,3+C3+2
4
2+C3-2+C31���
I
LC2-31C2
+C3+2 4
NOTES_ SEE 1AULL 91 OR DESIGN PRESSURE
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
2 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4), SASH SIZE IS AS PER THE FIGURE,
A:-,, WINDOW WIDTH -%
Z.h.l O.C, S,..J., for 72 3)1 FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE -
'I.. Grasp �E 2
'Integra 21 3.7' 4) -1/4-1/2-11,4"AND -1/3-1/3-113- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
It- INTHE ADJACENTCOLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURAT IONS FALL WITHIN THE RANGE.
PRODUCT REVISED
.. --plyi.9 -M the Fiend.
Building Code
NOA-No. 20-0406.02
Expsrati®n Date 09/24/2025
By
Mi-l-Dad. Product Control
C) NO CHANGES THIS
SHEET.
AK - 03127/20
ZZ
S2
u�
�-
C9 CV
to
0,
-j c)
0 LL
z - (a
W
oN
o W
0
LU
c"I
'0
z
z
<
J
z
W
z
0
0
T
-N
ix
u,
a�
z
<
0
E
No. 58705
7T
Ll
6 OFE T)F
A LYNN MILLER P-E.
PE# 58705
0
)ITH THE MAX 0 C SPACING SHOWN ON THE ELE
Glass Types
2-4
Sash
Ccntguration
Rainf. Level
R4
Sash
Width
Range (I n)
Anchor Quantities for XOX Windows
24" Height _111" Height
Head & Sill a tIir
36-
.ad Height
as &S It
48" Heigin, 54- Height
�E Head & Sill
d
63- Height 24YHerghd
--d & Sill Head & SIR
30- Height
Head & Sill
36- Height
Head & sill
48"H.ight 5,r, Height
Head & Sill E Head &
63'Hight
Anchor Group A Anchor Group C
35,114" Y-Y-M
I-C2+0-C2-1
I+C2+0+C2+1
I+C2+0,C2+1
72-0+C2+1
1-222+C211 -1
1+C2+0+C2+1
I+C2+0+C2+11211+C3+0+C3+1
I.C2+0+C2+1
I+C2+2+C2+1
_1
Not Allowed 1+Z212-02-1
1+r-2+0,C2,1
I+C2*31C2+1
1IC212+C2+1
73+0+C3+1
1IC273+C2+1
I+C2+3-C2+1
2+C2+2+C2+2
2+C2+3+C2+2
2+C2+3+C2+2
2+C2+3+C2+2
2 1+02+0+02+1
211+Q+O+C2+1
311+C2-0+C2+1
4 1+C?.Q+C2+1
1+02,0+C2+1 4
38, %-Y,%
112,308-IZ308
2 I+C24�1
211+C2+0+02+11
3 1-C3+0,C3+1
4 I+C3+0+C3+1
4 I+C3+O+C3+1 4
45-118" ----K--Y-Y"
%-%-34-
11391 -13 397
2 I+C2+0+02+i
211+C3+0+r-3+1
3 I+C4+0+(A+l
4 I�CA+O+C4,1
4 1+G4,0+C4+1 4
T3,398 - 14,683
2 I-C2+0+C2+1
I LC3-0+C3+1
I+C3 )+M+ 1
4 1�(33+0+C3,1
:$4
4 I+C3+0-C3+1 4
47-314"
y ,X
11.391 -12.297
2 I-C3-,O+M+l
.1
2 I-C3+0+C3+1
3 1+04+0.C,1+1
4 1+C4+0+G4+1
4 I+C4+0+C4+1 4
12 2911- 15 158
I+C3+0+CSl
2 I+C3+2iH+1.2
1+C3+0+C3+1
._+..C.,
4 I-C3+0-C3+1
4 I+C3+0+C3+1 4
Eusllin
52-118" %-/,-1/4
Y-Y-%
391 - 12 016
2 I+C3+0+C3+1
2 1+C3+0+C3+1
2 1-C3+0+C3+1
3 I+C4+0+C4+1
3 1+C4+0.04+11
4 I+r-5+0,Cs+l
" , CS
411+CS+0+G5+1
4 1,C5+G+C5+1 4
4 1 I+C5+0+C5+ I 14
_11
12017 -13.397
13,398 - 17.016
211+C3+0+C3-1
2 I+C3+0+C3+1
3 I+C4+0+C4+1
411+C4+0+G4+1
411+C4+0+C4,1 4
Custom
60" %_Y_%
o 37--y-Y,
11.391 - 13,397
2 I-C2+2+C2-1
2 1+C3+2+C3,1
3 I-C4+2+C4,1
4 I,G4+2+C441
4 1+C4+2+C4+1 4
11398 - 15,360
2 I+C2+2+C2+1
2 1+C3+2-C3+1
3 1+C4+2+C4+1
4 1+C4,2+04+1
4 1+C4-2+C4,1 4
2 1+C3+0+C3r+1j2l1+C4+0+C4+1�3
-+ --i4
1+65+0 Ci+
-
TC5+0+C,5 +1
4 I-05+0+C5+1 4
Custom
75- Y_ Y2 - %
%
Cast-
%
,y-%,-X
11.391 - T3.397
2 I+C2-3+C2-1
2 1+C3+31C3+1
3 1+04,4+C4,1
4 I+C4+3+C4+1
4 I+C413+C4+1 4
-19,110
2 I+C2+3+C2+1
2 I-C4+0+r-4+1
2 I-C3+3+C3+1.3
2 i+r,4+0+C4+11
1+C4+3+r,4+1
3 I-05+0-05+1
4 I+C4+3+C4+1
4 I-CS+O+C5+1_1
4 I+C4+2,C4+1 4
I+C5+0+05+1 4
111-24641
17.641 - %397
2 I+r2,4+C2+1
2 1+Q2+3+02+1
2 I+C3+4+C3+113
2 1+C3+4+C3+11
I+C4+4.r-4+1
3 I+C4+4,C4+1
4 1+G4-4+G4+11
4 1104+3+04+1
4 I+C4+3+C4+1 4
4 I+C4+3+C4+1 4
24,360
2 2-C2-3+C2+2
2 2-03+3+C3+213
- 4+3+G4+2
4 1,O4+2+C4+1
4 I+C4+2+G4+1 4
-4+2+C4+
120'
1E
T91341 - 32 516
2 2-C2+4+C2+2
2 2+C3+4+C3+21
3 2+04+4+G412
4 2+C4+4+C4+2
4 2+C4+.3+C4,2 74
32,516 - 39.641
2 2+C2+3+C2+21
2j2+C3+4-+7E+-2T3
7--E4+3+C4+2
4 2+04+3+C,I+2
4 2-C412+CI-2 4
140" Custom
-- - 39.641
2 2+C2+4+C2+21
212+C7374-C3+T23
2IC41+4-C4+2
4 2-r4+3+C4+2
4 2+C4+3+r4+2 4
Anchor Group 8 Anchor Group D
35-114" Y-Y-%
11.391 -11,391
--
I+C2+0+C2+1
11+C2+0+C2+1
-2 +H+O+C2+1
_
I L,'C21U+1-2+1
3 F1 - C2-1 o---2,714
7+C-2+0+C2+174
IrC2+O--C2-1�4l-l+-C2+G+-C2-11-i
I+C2-0+C2+1
-2 +C2+O+C2-1
3 1 C2+ O+C2-11
4 1+C2+0,Q2+I
4 1+C2+0,C2,1 4
36' Y-%-%
12308 - 12.308
_
2 I+C2+0+C2+1
2 I-C2-0+C2+1
, 1+C3+0-C3+1
4 1+C3+O+C3-1
411-C310+C311
411+C2-0+C2+112
I+C2+0+C2+1
2 1+C2+0+C2-11
3
4 1+M+O+C3+1
4 1 +c3+0-C3,+l 4
Y4 - I/- X
45-1/8" -
11.391 - 13.397
1 1 3" - 3 3197
+C2+1)+ 2+1
1+C2+0+C2+1
2
2 I+C2+0+C2+1
2 I+C3+0+C3+1
3 1+C4+0+C4.1
4 1+C4+0.04-1
4 I+C4-0+C,1+1
411+C2-0+C2+112
I+C2+0+C2+1
2 I+C3+0+C3+1
3 I+C4+0-CI+1
4 I+C4+0+C4+1
4 I+C4+0-C4+1 4
Y- Y- %
3 "'Ei 4 6,3
11398 -14.683
1+C2-0+C2+1
2
2 I+C2+0+C2+1
2 I+M+O+C3+1
3 I+C3+0+C3+1.
4 I,C3-�C+C3+1
4 1+03+0+C3+1
4 1+2+0+C2+1
2 I+C2-0+C2+1
2 I+C3+0+C3+1
3 I+C3+0+C3+1
4 I+C3+0+C3+1
4 1+C3+0+C3-1 4
47-34' %-Y,-Y
11,3�11 - 12.2-97
I+C2+0+C2+1
2 i-'-'+O+G3+1
2 I+C3+0+C3+1
3 1+04,0.C4+1
4 I+r_4+o+C4-1
4 I+C4+0+04-1
4 I+C2+{)+C2-1
2 I+C3+0+G3+1
2 I+C3+0+C3.11
3 I+C4+0+G4+1
4 1+04+0+04+1
4 I+C4+0-(4+1 4
A-A-Y�
I
12-298 - 15.558
4�1
I+C2+0+C2+1
$r,21C:2
2 I-C,3+6;G3+1
2 1+C3+0+C3,1
3 I+C3+0+C3+114
I+C3+0-C3+1
4 L1+C33+G+C31I
I I+C2+0+C2+1.2
L.C3+0+C3+1
j I-C3-0+C3,1
3 I+C3+0+C3+1
I L+2+0+C3+1
1+CZI+D+C3+1 4
Gusto.
li,3ql � 12,016
I+C2+0+C2�1
2 IC3+0-C3+1
211-C3+0+C3+1
3
1+C5+0+CS+l
4 I+C5+0+C5+1
4 I+C2+0+C2+1
2 I+C3+0+C3+1
2 I+C3+CI+C3+1
3 I+C4+0+C4+1
4 I+C5-0+C5+1
4 I-05+0+C5+1 4
52-VB" Y-YY
12.017 -13.39-1
1+C2+0+C2+1
2 +C3+0,C3+1
2t1-+C-3+0,Ca+I
311-C4+0+C4+1
4 I+C5+0+C5+114
1+C5,0+C5+1
4 I+C2+0+C2+1
2 I+C3+0+C3+1
211+C3+g-C3+1
3 I+C4+0-C4+1
I +C5+11+2r,+l
4 1101+0�105+1 4
13.396 - 7,016
7
11
1102.10+02�1
2
2 I�
1
3 1+
4 l+C4+0+C4+114
1+C4+0�C4+1
4 I+C2+0+C2+1
2 I+C3+1)+C3�1
211+C3+0+C3+1
3 I+C4+OIC4+1
411_
4 I+r-4+0.C4+1 4
Custom
I
11.391 -13.397
I+C2
L +2-C2+1
2 T-02+2+C2-1
2TI+C3-2�Cili
3 ',IC4+2,C4+1
4 1+ 2+C4+174
-a-
7+ -2-C4+1
+C2+2+C2+1
7 7
2 I+C2+2+62;1 -2Tl+C3+2+C3+1
_3
T+6I+2,C4+14T1+C4+2+C4+1
4 I+C4+2+C4-1 4
%-Y%
13.396 -15.360
I-C2+2+G2+1
2 1+C272IC211
2FI+E3+2+C3+1
3 1+C4+2+C4+1
4 1+C4-2+r-4+11
4 I+C4+2+C4+1
411+C2+2+C2+1
2 I+C2+2+C2+1
2JI+C3+2+C3+1
3 1+04+2+G4+1
4 1+04+2+r-4+1
4 I+C4+1,04+1 4
o %-'1-%
15.361 -19.641
I+C2+0+C2+1
2 1+C3+0+Cl+1
2f+Z�4+0+C4+1
3 I+C5+0+C5+1
4 I+CS+0+C5+1
4 I+CS+O+CS+l
411+C2+01C2+1
C3-0+C3+1
211-C410+04+1
3 I-05+O+C5+1
4 I+C5+0+C5-1
-
4 3+C5+0+C5+1 4
Custom
113,91 -13.397
I,C2�3+C2+1
2 I+C2+3+C2,1
2 I+C3+4+C3+�13
-3
I+r
-4+4+04+1
4 1+C4+4+C4+1
4 I�C,I+3+06+1
4 1-C2+2-C2+1
2 I+C2+3+C2+1
2 I+C3-3�03�1
1+C,1�3+C4+1
4 I+C4+3+C4+1
-
4 I-C4-3+C4,1 4
751, Y- Y2 �/4
13398 -19,110
T+CZ+3+C2+1
2Ti+C2+3+C2+1
2 I-C3+3+C3-1
#11C4+0+C4�i
T�3. -I
4 1 +r-4+3+C
4 1+C4 +2+G4+1
4 I+C2+2+1-2+1
2 I+C2+3+C2+1
I+C3+3-C3+1
3 I+C4+3+r-4+1
-4 T-c4+a+c4-t
2+C4-1 4
Y-Y-%
19111 - 24.641
1+C3+0+C3+1
2 +f4+0+,-A++i 2
3 1+05+0+C5+1
411+C5+0+C5+1
4 I+C3+0+C3+1
2 I+C4+0+C4+1
2 I+C4+-67+64+-7
I+C5+0+C5+1
411+r5+o+c5+1 41
Custom
17.641 -19.397
I.C2-3-C211
211+C2+4+C2+1
2 CC3+4+C3+1
3 I+C4+5+C4+1
4 I+CI+4�C4+1
C
4 1,C4+4+C4+I
4 I+C2+3+C2+1
2 I+C2+3+C2+1
2 I+C3+4+C3,1
3 I+C4+4+C4+1
4 1+C4-4+C4+1
411+C4+3+C4+1 4
96, Y1 13/4
'g-398 -114 360
-i,L3il
L�12+3+C2,1
211+C2+4+C2+1
ZI:63+1
t2
3 C+�+4+ A7+1
4 1+C4+4+C4+1
5+1A+3++CC4++2
4
4 1+ 4� �+CI,l
4 I+C2+3+C2+1
2 I+C2+3+C2+1
2 1+C3+3+C3 . 1
+
3 I+G4+4+C4+1
4 1+C4+3+C4+1
4 11-r-4+3+G4+1 4
-31.641
2+C2+3+C2+2
2T2+r-2+.3+C2+2 2
2
G�+ -�7
2-Ci+3��,3 2
Z4-�+
3 T+ 3+(;�+-2
64
4 2+C-,+3+C4+2
4 1��+2 +C4+11
4 2+C2-2+C2+2
2,2+C2+2+C2+2
2 2+C3+3�C3+2
3 2,r-4+3+C4+2
4 1 1
-C4+2+C4,
1+r-4+2+C4+1 4
%-Y-
20'
29-641 -32.5,15
2+C2+3��
212�C2+4+r,2+2 2
-7
--r2
2+C3,4+C3-2 3
2-04+5,C4+2
2,C4.+4+r,412
44
4 2+C4�3 C4+�
4 2+C2+3,+C2;2
212�CZ+3+ 2
2 2+CZ�4-C3+2
3 2+C4-4,C4,21
4 2+CI+3+C4+2
4 2+0,1+3+C4+2 4
y _y
Y-Y-%
4
32.516 - 39�60
i�C2+31C2+2
2 C2+41--2 213IC3�4+CZ+213
_
2+CI+4�0,1+21
4 2+,:A +3+C4+2
4 2�C4+3+ C4+
4 12+C2+3+G2-2
212+C2+3+C2+212j2+C3+
3+C3+2'-
3 2+ +3�+C4+2
4 2+C4+3�G4+2
+_+
4 24C4,2+r-4+2 4
14 us, in
- - 79-71
2+C2+3+C2-2
21 +C2-4+C2-2 Zj2f3+4+C3+2
3
2+C4+4-04+21
412IC4+4,r,4 - +2
4 2+C4+3+C4+
412-c2+:3.r,2,2212+C2+3+C2+2121
+C3+4+C3+2
3 17174+r4+2
4 2,04+3+C4,2
4 2+G4+3+04-2
NOTES SEE TABLE 12 FOR DESIGN PRESSURE
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
MIN. SASH SIZE - WfND0VVwIQrH - 60.72 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
2 4) "114-1/2-1/4" AND"11/3-11i,21-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
PRODUCT REVISED
as complying with the Florida
Building Code,
NOA-No. 20-0406.02
Expiration Dot. 09124/2025
BY
Miami -Dade Product Control
C) NO CHANGES THIS SHEET.
o AK -03(27/20
rc
-2L
a-
U)
C)
o
0
0,-,
_77
0
LU r
TO
0() C)
OD
Uj 2 Ot
oh
2mc
LU
>
W
ffi
Z
LL
0
i-qs
in
z
0
<
z
z
0
0
It
z
0alau
say
a „as
No. 5,,,,35
�&_� �2-V-
01
Q1,/r,,:,,
1;ilItIA11
A. LYNN MILLER P E
P.E.# 58705
TABLE 20:
Bill of Nlaterial
part #
Description
Material
1
620121
Frame Head, Sill and Jambs - J-Charnel
PVC
2
620122
Frame Head, Sill and Jambs - Flange
PVC
3
620123
Frame Head, Sill and Jambs - Fin
PVC
4
620124
Frame Head, SRI and Jambs - Equal Leg
PVC
13
620172
Anti -Lift Insert I Trim Cover
PVC
14
620131
Fixed Meeting Rai
PVC
16
620158
Track Insert
6063 T6 Al
16
629129
Sash Rail (Sides, Top & Bottom)
PVC
19
620166
Pull Rail Interlock
6063 T6 Al
620144
Pull Rail Interlock Cover
PVC
-a
21
620150
light Sash Rein' forcement
_6063 TIS Al
22
620151
Standard Sash Reinforcement
6063 T6 Al
23
620152
HD Sash Reinforcement
6063 TS Al
24
---7 E20153
Standard Meeting Rail Reinforcement
6006 T5 Al
26
620154
HD Meeting Rail Reinforcement
6005 T5 Al
26
620155
H.D.Horiz. Roller Meeting Rail Reinforcement
6005 T5 Al
281
61644
Weatherstrip, 187" x .270" Fin Pile
29
61719
Weatherstrip, .187" x MO" Poly Pile
T' Ph. PH SDS (Interlock Mounting Screw)
410 SS
31
7BX312PPA
#8 x 3-1/2' Ph. PH SMS (Fixed Meeting Rail Screw)
410SS
32
71669SP
Meeting Rail Screw Support Plate
B5i3 �TSAI
33
720210
Weep Hole Coder
PVC
34
37
720187
720197
he taltation Screw Hole Plug
Auto Lack
PVC
C Steel
720199
Sweep Lock
Cast Zinc
39
720196
Auto Lock Cover Assembly
Cast Zinc
�0_
#8 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw)
41
72,0200
276)04PPA
Auto and Sweep Lock Keeper
__SS ......
Cast Zinc
4138
2
#B x 3M" PH. PH SDS (Keeper Screw)
SS
43
7612FPTX
#6 x 1/2" FPH TE K
Ss
44
Leadstfle Top Comer Key
Nylon
.5
r Key
_L�sada �1WB0_CtpmCpme_
Nylon
4i
Loc kstile Top Corner Key
Nylon
47
Lockstile Bottom Comer Key
Nylon
48
720204
Wheel
Nylon
73
620136
I.G. Bead
PVC
74
Backbedding, GE 7700 or Dow 791 or Dow 983
Silicone
-is
7168415
Setting Block (7/8" x 2" x 118"), 85 +1- 6 duro.
EPDM
7E
61011
Roll -formed Screen
Alum
81
61012
Extruded Screen Frame
Alum
82
Extruded Screen Spreader Bar
Screen Comer Key with Pull Ring
Alum
PVC
84
47041WICKGLB
Screen Comer Key No Pull Ping
PVC
85
7CASPM
Tension Spring
Ss
as
61816C48
Screen Cloth
Fiberglass
87
61635/61614
.140" Screen Spline (Machine/Hand Rolled)
Vinyl
3.5W'
on
2.44F'
�L___j ifLl [:11:1►
,625" J_CHANNEL .626,
1.375 G-1 ') FRAME HEAD, SILL
F &JAMBS
NPILE-S
1) ITEMS # 5-12,17, 18, 27, 35, 36 & 49-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE.
3 5w,
.062"
3.500"
JOE
2.445"
L
2,445"
- -1 -_ L iL
IF
FLANGE FRAME FIN FRAME
C2) HEAD,
SILL & 1.375], HEAD, SI
LL &
IAMBS IAMBS
11172"
'065
.7�2"
4
1.211"
ANTI -LIFT INSERT FIXED
TRIM COVER n14 Q � MEETING RAIL
I ' 641"
j_j - -------
1
1 ()20`
F-'_
1711, JIF, 375"
L
TRACK
INSERT
(1�6') SASH RAIL
- - ---- ------- --
2 445"
_J_
EQUAL LEG FRAME
HEAD, SILL &
JAMBS
2 1
LIFT RAIL r LIFT RAIL
19 INTERLOCK INTERLOCK COVER
864'
754"
71 Sl
.060j
" _
(G), IG BEAD
ROLLED
SCREEN FRAME
EXTRUDED
SCREEN FRAME
G2 LIGHT SASH
REINFORCEMENT
STANDARD
202 SASH
REINFORCEMENT
070' 1AB2"
1 L-j I 1a4'
,F
117
07V' 711' Im"
81-
A3T
'150- 1 340'
HD SASH )STANDARD HD MEETING
,
REINFORCEMENT MEETING RAIL 25 RAJL
REINFORCEMENT REINFORCEMENT
w, LYP,?A
C N
Z: No.58705
131 U i-Q
1070 TECHNI YDRNE
TATE OF ti
K VENICE, FL 34275
. FT ORIor"
61 ... .....
(941HWAWD
Is,
/01,1 L
A LYNN MILLER, P.E. P E # 58705
REGISTRATION #29296
1 182"
094'
1'0
U U - 164"
—, , — I- --
HD HR MEETING
02S RAIL
REINFORCEMENT
C) NO CHANGES THIS SHEET
AK - 03127120
WINDOW EXTRUSIONS& BOM
= I'm
'rFrr7W-FrM=, U1171
HORIZONTAL ROLLER - NI 1 05/15/15
I Bow& I Sh-t, -.hv N. —FR--.
R-5410 NTS 14 OF 15 MD-HR5410-01 I C
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
EXTERIOR
r2
FRAME
ASSEMBLY
NOTES
DETAILS
1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY-
-- ----------------
2 J-CHANNEL FRAME SHOWN, PARK 4 1. OTHER FRAME TYPES APPLY.
3� FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-9..
a
ATTACHED TO
SASH RAIL
ATTACHED TO--/
FRAME JAMS
OPT. AUTO LOCK
ATTACHED TO--/4
FRAMEJAMB r
OPT SWEEP LOCK
EGRESS LOCK
DETAILS
JNOT TO SCALE
TTACHEDTO
RAME JAMB
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
C) NO CHANGES THIS SHEET,
AK - 03127120
No. 58705
`Sz(o
qb;vo
EXPLODED WINDOW VIEW
IT�'
HORIZONTAL ROLLER - NI
A
A ". MILLER,
'L'..
PE # 58705
HR-5410 NTS
i1
15 OF 15
PRODUCT REVISED -
as complying with the Fldd.
Building Ca�9e
20-0406.02
Expiration Date 09/24/2025
By
Mi.-I-D.d. P-d—t C.nt-1
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
REGISTRATION #29296
ROSOWSKI
-17a
ftwng N.,
MD-HR5410-01 1�t
MIAMI_1=)ADE) MIAMI—DARE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Roonj 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANC
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 as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-5400" PVC Single Hung Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI",
sheets I through 12 of 12, dated 05/15/15, with revision C dated 03/10/20, 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: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state.,
model/scrics, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION, A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises and renews NOA No. 17-0630.06 and consists of this page I and evidence pages E- 1,
E-2, E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401.04
Expiration Date: July 30, 2025
Approval Date: July 23, 2020
7/16/20 Page 1
PGT Industries.
Inc.
1. EVIDENCE SUBMITTED UNDER PREVIOUSN 's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under _N0A Yo. 15-0519.06)
2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets
through 12 of 12, dated 05115/15, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under,,Y0A Vo. 170630.06)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, DurascaV, spacer system, Super Spacer'` NXT TM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated, I 1/ 16/15, 06/07/1 16
and 06./"02/ "16 respectively, all signed and sealed by Idalmis Ortega, P,E,
(Submitted under previous NOA No. 16-0714.04)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and. TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7964, dated l, 1/15/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA Yo. 15-0519.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"1
Edition (2014), dated 05115,115 and 08/29/117, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 15-0519.06)
2. Glazing complies with ASTE1300-09
Manuel Pirez, P.E.
Product Control El r - 01_
NOA No. 20 0 Expiration hate: July.IrO40 5
Approval Date: July 23, 2020
PGT Industries, Inc.
1. EVIDENCE SUBMITTED UNDER PREVIOUS 1110A's (CONTINUED)
D. QUALITY ASSURANCE
1. Mianii-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated.
081/10/17, expiring on 02/28/18.
2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20,
3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/116, expiring on 041/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC
6` Edition (2017), dated June 22, 2017, issued by manufacturer, signed and scaled by
Anthony Lynn Miller, P.E.
(Submitted underNOA/Vo. 17-0630.06
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under 'VOA No. 17-0630.06
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under ]VOA No. 16-0 714.04)
4. Proposal issued by Product Control, dated 61/26/14 and revised on 8,119/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section,
(Submitted under IVOA No. 15-0519.06)
G. OTHERS
I Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series
"5400" PVC Single Hung Window - N.I. approved on 08/18/16 and expiring on
071/30/20.
Manuel Perez, P.E.
Product Control Ex �7n r
01
N`0A No. 20- 0 Expiration Date: July 30 , 5
Approval Date: July 23, 2020
PGT Industries Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2® NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets
through 12 of 12, dated 05// 15/15, with revision C dated 03 1/ 10/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Be TESTS
I 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 ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc,
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc,, Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
F'FL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum, Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
F'FL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5 1h
Edition (2014), dated 05115,115, 08/29/17 and updated on 03/101/20 to the FBC 7h
Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
D. QUALITY ASSURANCE
1. Miaini-Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez. P.E.
Product Control Ex r
NOA No. 20 0 _;01_ Expiration Date: July 30,70 5
Approval Date: July 23, 2020
PCST IndustriesInca
��01 KMffKV1nWk 11L, 0 i 11 � � i I I HN J '] i I
to Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03//08//18, expiring on 02/28/23.
2. Notice of Acceptance No. 18-1217.15, issued, to ENERGI Fenestration Solutions
USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for Windows and Doors, approved on 0 1/ 17/1119, expiring on
041/16/20,
3. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 0 1// 17/19, expiring on 02/04/2 1.
F. STATEMENTS
lP Statement letter of conformance, complying with FBC 6th Edition (2017) and the
FBC 7th Edition (2020), dated March 10, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 10, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.06, issued to PGT Industries, Inc. for their Series
"SH-5400" PVC Single Hung Window - N.I. approved on 11/30/17 and expiring on
07/30/20.
ManuellIerez,
Product Control E n r
NOA No. 20-3001-0
Expiration Date: July , �5
Approval Date: July 23, 2020
ANCHORAGE
EXAMPLE: FOR
9" MAX O.C.
RADIUS -TOP
HEADER (SIM.
12' MAk=
FOR ALL
A
I', SEE
WINDOW TYPFS)
SHEET3
I,
I j,
A. SEE F
B' SEE 30" MAX O.C. 2- wv.
SHEET
S HEET3
A, SEE F
SHEET31
12" MAX
EQUALLY
SPACED
1 17-718" MAX 0 0
IIA� E
SANCHORS PER
TABLES &7
ANCHORSPER
TABLES 5 & I
0
10"MAX. Oc'
84"
BUCK
H EIGHT
52-1/8" mAxBuc 3, =H-1712' MAX.
MAX, O.G.
FIXED VISIBLE!
LIGHTWIDTHII
If
FIXED
V LE f.
LIGHT
BH T
HEIGHT
Irm 7
113-34'1
c en
SPACED LIGHT
I I AFIIH.RA�El.j 1 1,///
ANCHORS PER HEIGHT
TABLES 6 & 7'1
MAX.MAk O.C.O.C� EQUALLY tSH
EQUALLY �VISISLE
TABLES 6 A 71 A
jy
6- VTMAX,
j NO ANC140 RS AT Sit L
SEE SILL WEEP -
SASH VISIBLE
52-118"MAX- BUCKWIDIH NOTCH DETAILS LIGHT WIDTH
SHEET
--
12" i MAX.
l7_7J8'MAX. O,C,
91.78:
MAX,
BUCK
HEIGHT
I 0"MAX. D.C.
13-3/4"MAX. 0 C.
A
SEE EILL WEEP -
NOTCH DETAILS,
SHEET 3
ELEVATION FOR TYP. EQUAL LEG FRAME ELEVA FOR_I-- — - TYP. FLANGE FRAME
I ------------------- ___'_
SHOWN -WITH _EQUA__LA_l_TECONFIGURATION TLION SHOWN WITH ORIELJPROVIEW CONFIGURATION
B, SEE
SHEET 3
A BE'
SHEETS
EQUALLY
SPACED
ANCHORS PER
TABLES 6 & 7
EQUAFLLY
D
ANCHORS PER
TABLES 6 & 7
ANCHORAGE EXAMPLE DESIGN PRESSURE IMPACT RATING
ii
::P 0
MAX. (LC, FOR ARCH -TOP E-AR ZS R REIN �.ENT IRATED
IF
EF L 'L G� IMPACT
r
HEADER (SIM. FOR ALL LEVEL,
E El AD RESISTANCE
WINDOW TYPES)
�
IT
10" MAX FROM
FRAME SEAM Q SEE
I
- SHEE -f T 4
30"MAX. OC
121 MAX. C, SEE
SHEET4
12'MAk
17-713'MAX, O'C
0
62"
MAX,
BUCK
1D"M A _C' JXO HEIGHT
13-3/4"MAX, QC.
SEE
SHEETS
II I h
8&9
A
6-117 MAX
%j SEE SILL WFF.P-
52-1/8'MAX- BUCK WIDTH NOTCH DETAILS,
SHEET 3
52-1/8" MAX, BUCK WIDTH
STE SHEE TO 1-1/4"
gg�
IN'
BUCK
HEIGHT
AS SHOWN
(91.78'
MAX,)
SEE SILL WEEP -
NOTCH DETAILS,
SHIUEr 4
E�LVATDN_EOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
S—HOWWWITH L(jUA-L--t�i-TE—��o—NFCdu—RA-TTbNi-
SHOWN WITH STANDARD bottAOt fft�FIGURATION
UffOAf4bRoRtb -FIGURATION H THE IN
D USTO ITAG ------
N1,CQ_ - E-COBT—___ - - --------- ---
76 HEIGHT SEE TABLET34-7 'NOR DIMENSIONS FOR HER 00 X�JEOATIONS),
(SIMIARAW, _NF
GENERAL NOTES: SERIES 5400 NON -IMPACT -RESISTANT SINGLE HUNG WINDOW
fFCAjS_pp_,06UGT HAS—BEEN —DESIGNED 3.TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
2)SHUTTERS ARE REQUIRFDVVHENUSED INV,fIND-BORNEDE5RiSREGIONS. M OR EVALUATIONS WERE SOUTHERN PINE,
a) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ARCH
ASTCEO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE,
4) ALL WOOD SUCKS LESS THAN 1 -lrZ'THfCK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1f2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, IAOR). C INST. ANCHORS
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT.
SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6)1W MAX. SHIMS ARE RFQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS,
7) DESIGN PRESSURES
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300.
8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300,
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. HAS
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-1133% STRESS INCREASE
NOT BEEN USED IN THE DESIGN OF THIN PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD- ANCHORS THAT COME INTO CONTACT
WITf I OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. H HAVING JUR NOTION
9) METAL. SUBSTRATE To MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HA IN 19
1, ETE EX _-GATOR NOA,
EI) REFERENCES: TEST REPORTS FTL-7964; ELCOULTRACON NON DEWALTEBTRACONI; ELCODEWALT CRE FL NOA:ELCOfDEV4ALTAGGFE
ENERGI WINDOW AND DOOR PROFILES, LTD WHITE &. BRON7E)LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOBS;
� — DESIGN MANUAL 0. .; ff
—
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSUAF&PA NDS & AL I
'%, i"
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED By BUILDING OFFICIAL. oN,X LY-,,
,
1\ :
USER INSTRUCTIONS: GRE
1) DEI ERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN REQUIREMENT FROM ASCE 7.
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS-
3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW
OPENING OBTAINED IN STEP 1.
4) DETERMINE I HE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS
FOR YOUR OPENINGM
S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE ET
51 INSTALL AS , PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.
NOTE:DESiGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE,
INTEGRAL FIN OR EQUAL LEGOBOX).
ATFOo
1A
lA0YNNvL TEL0�'Pc
GENERAL NOTES..
ELEVATIONS..........
FRAME, GLASS a ANCHOR OPTIONS._____..2
INSTALLATION, FLANGE & EQUALLEG/BOX.
- 3
INSTALLATION, INTEGRAL FIN & J-CHANNEL_
4
GLAZING DETAILS. ................. ..........
5
DESIGN PRESSURES .............
6-7
ANCHOR QUANTITIES . .. .....
8-9
EXTRUSION PROFILES......... ...... .........
10
ASSEMBLY & PARTS LIST... ............
. 11-12
2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
2017 FLORIDA BUILDING CODE (FP% 6TH EDITION
AS I M E1300-09
ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
AISI SIOO-16
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE TABLE.
AK - 3/10/20
Glass
Type
�Des—cripfion �(Ltded from Exterior to Interior)
at
�1141.G�:
De pressure
eet #
It
118'A ExtefiorCL.,-"112'A��,ftSp.,��e+ 1/8' A ExteriorCap
Exterior
4
6
2
314" LG.: 1/8'T Exterior Cap + 1/2'Air Space + VS' T Exterior Cap
4,5
6,7
3
314' I.G.: 3,116" A Exterior Cap + 3/8" Air Space + 3116" A Exterior Cap
4,5
6,7
4
3/4' I.G.: 3116" T Exterior Cap + 3/8' Air Space + 3116' T Exterior Cap
4,5
6,7
`A- ANNtHW'i=I..,.—.
TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment`
P.T. Southern Pine (SG=0.55)
7116"
1-318"
#10 SMS
Steel, A36'
30
0.0501,
(steel, I" S.S.
Steel -Stud, A653 Gr. 33*
318"
0,0451 " (18 Ga.)
or 410 S, S.)9."
A
Aluminum, 6063-T5*
3/8'
0,0501,
3116" steel Ultracon or
P.T. Southern Pine (SG=0.55)
7/16""
1-3/8'
Ultracon+
Goncale{min. 3 Iri,
V
1-3/8"
steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
31167 steel Chiracon+
Ungrouted CMU, (ASTM C-90)
T,
1-1/4"
P.T- Southem Pine (SG=0.55)
WIT
1-318"
#12 SMS
Steel, A36*
3187'
0.059'
(Steel, I" S.S.
or410 S'S-)
Steel Stud, A553 Gr. 3r
3/81,
00451` (18 CA-)
Aluminum, 6063-T5*
318"
0 06a"
1/4" steel Ultracon or
P.T. Southem Pine (SG=O.55)
V
1-3/8"
1/4"'st-,A. Creteflex
P.T. Southern Pine (SG=0.55)
V"
114!' steel AggreGator-
P.T. Southem Pine (SG=0r55)
T,
1-3181,
Concrete (min, 2,85 ksi)
1"
1-3/4"
1/4" steel LAtracon
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-114"
C
Concrete - 3�s (min. I)
1-3/16"
1/4' steel LYtracon+
Ungmuted CMU, (ASTM C-90)
V
1-114"
1/4" steel Creteflex
Concrete (min. 3,35 ksi)
ill
1 3/4"
steel Ultracon
Concrete (min. 2.85 ksi)
---
T11T
1-3/4"
—114"
1/4' steel Ultracon+
Concrete (min. 3 ksi)
2-1/2"
1-3/4"
1/4" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
D
Concrete (min- �3,35 ksi;
2-1/2"
1-3/4"
1/4" steel Creteflex
.....
Ungrouted CMU, (ASTM C-90)
___ -
2-1/2"
1-1 /4"
(min._ 3.275 ksi)
-liT
L_
1-3/81,
114" steel Aggre-Gator
_CqrLciote
Grouted CMU, (ASTM C-90)
Z,
T
'�771
EQUAL-LITE ORIEL COTTAGE
SUCK WIDTH� - - C SUCK WDTHIL— SUCK WIDTW
v
L RECTANGULAR RADfUS-TOP ARCH -TOP
WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY
BE USED 13Y INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM
THE TABLES ON SHEETS 6-9.
FIGURE B: FRAME TYPES
Ell
til
BOX
GE f
1--4
PLAN EDO
LE -T14'r
'All
3
CC
J-CHANNEL INTEGRAL
,
m4l�'
1070 TECHNOLOGY DRIVE
AT� C;,-
N. VE36M FL 34275
(941)480-16M
.... ... cN
A.
P,E_# 58705
REGISTRATION #29296
PRODUCT REVISED
.. --pipirig with the fi—id.
Building Cd.
NOA-No. 20-0401.04
C) REVISED ANCHOR TYPE Ely., 'IA'W� _j
TABLE.
AK - 3/10/20
GLASS/ANCHORS/FRAME OP:T:I:ONS J ROSOWSKI
rwrl I Dot.,
a
= Imalk mm
me IMM
INSTALLATION DETAILS FOR FLANGE & ECUAL-LEG/BO?FRAMEq I
INSTALLATION OPTION 2 INSTALLATION OPTION 3
-
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRiMEAN D I X
DIRECTLY INTO CONCRETE]CMU. SUCKSTRIP INTO CONCRETECLIU.
EDGE DISTANCE SEE NOTE 2, THIS SHEET -
ANCHORED EMBEDMENT
-'-THROUGH---
EMBEDMENT
FRAME INTO 2X WOOD 114� MAX SHIM
114'MAX SHIM
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET, EMBEDMENT DISTANCE SASH VISIBt F EDGE
EDGE
LIGHT WMID DISTANCE
FLANGE FRAME
SHOWN
SA
TYP'EAvNAGREEs TYP ANCHOR
L 1/4' MAX
Ir - TYPE.
SHIM TYP. ANCHOR TYPE, --�42) WITH SASH
EMBEDMENTAND WEIGHT �4) EMBEDMENT
ti TYP. ANCHOR TYPE,
EDGE AND EDGE
AXTERIOR
MHEDMENT AND EDGE E A
DISTANCE PER (30 DISTANCE PER
DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE,
SEE TABLE 2, SHFET 2. DISTANCE SEE TABLE 2,
SEE TABLE 2, SHEET 2,
c
- FIXED VISIBLE
SHEET 2,
FIXED -ZASHTOP FLANGE LIGHT WIDTH EQUAL
'L i VISIBLE lf� 11 - -1 , 2
-44� LIFT ME LEGjSOX
'ITT OWN FRAME
I SHOWN
LET i FOR ALL WIND
HEIGHT
ows NOTES: SHOWN BUCK WIDTH
HORIZONTAL SECTION A -A
.48) 1 1 ANCHOR @ 3.55' 1) USE ONLY
I FROM END AND AT
CENTER. SUBSI RAI E-APPROPRIATE
ANCHORS LISTED ON TABLE 2.
22 1 FOR WINDOWS
SHEET 2. FOLLOW EMBEDMENT AND
OVER 3-6�WdF: EDGE DISTANCE LIMITS. ANY
DADE APPROVED MULLION, FSC COMPLIANT ALUMINUMI,3TEEL FRAMING OR STEEL STUD.
ADD A0DH`IONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR I 1ORIZONTAL. SEE SUBSTRATE PR - OPERTIES, TABLE - 2, SHEET 2,
SCREWS
C45C46' C4�� BE USED ON ANY SIDE OF THE
FROM END,
fS WTI I WINDOW
FOR WINDOWS --- 1)4"MAX
BOTTOM 2) MASONRY ANCHORS MAY BE
BUCK E�O SHIM 410 OR V12 STEEL 1'4" MAX
161 LOCKE
ADD ADDITIONAL.
USED INTO WOOD AS PER TABLE 2, SELF -DRILLING SHIM
7�'
SMS (135), SEE I
HEIGHT SCREWS @ 8-318
FROM END
SHEET 2. ALL WOOD SUCKS LESS
TABLE
THAN 1-112"THICK ARE TO BE
; SHEET 2�
YBli
SASH CONSIDERED IX INS'TALLATIONS. I X
WOOD BUCKS ARE OPTIONAL IF
EXTERIOR VISIBt F
-1 IS INSTALLED DIRECTLY TO
LIGHT UNIT
SUBSTRATE. WOOD SUCKS
-IEIGHT
DEPICTED AS 2X ARE 1-1/2" THICK
16 4""l #rinr-
USE EITHER OR GREATER. I X AND 2X BUCKS
ji 0'- US
LATCH OR (WHEN ED) SHALL BE DESIGNED
(2) 1" BOTTOM LOOK, TO PROPERLY TRANSFER LOADS TO I I� 7 F_ __THE STRUCTURE. WOOD BUCK FLANGE EQUAL
BOX
INTERIOR TESTED UNIT
INTE FRAME EUI
WEEP LOCATION: 6-518" DESIGN AND INSTALLATION IS THE SHOWN
NOTCHES AT
FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN
IT A
EACH END, R ARCHITECT OF RECORD.�_,__/� _77-
EXTERIOR
3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION NS_TALLATION
(ALSO REFERRED TO AS DAYLIGHT 4 15 OPTION 4 PRODUCT RMSED
OPENING) IS MEASURED FROM OPTION a. .0-plyi.9 -ath th. Fl.nd.
BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH E.Hdi.q C.d.
EQUAL-LEGIBOX 1/4' MAX SHIM
FRAME INTO METAL FRAME INTO METAL NGA-H., 20-0401.04
FRAMESH N:/�
E-Ri—tw- D-t-;JD7/30/2025
'xfx
.2 7" X 162-l' t NO ANCHORS C) NO CHANGES THIS SHEET
WEE., ' G" Miwl�iy.d. Producrc�—
REQUIRED IN VISIBLE LIGHT FORMULAS AK - 3/10/20
WICOVEI "'j,
FLANGE OF,
2.87FROM
EACH END EQUAL -LED WIDTH
FRAME SILLS @SASH: BUCK WIDTH - 6-1 P2' D—pt-;
@ FIXED I frF- SUCK WIDTH - 4-3/8' Q1 1070 TIECHNOLOGY UMVE FLANGE & EOUAL-LEG/BOX FRAMES J ROSOWSKI
HEIGHT(EQUAL
N, VENICE, FL 34275
L.(S41Y480-1600
VERTICAL SECTION B-B BUCKHEIGHT/2 315(16" SINGLE HUNG WINDOW INSTALLATION - �NI05/15/15
I
D-ig No.
A LYNN 0- C
P E #,�T RE, LMGMTRATiON #29M SH-5400 12 MD-SH,5400 C01
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FR ES
!NSTALL.Ajj1ON PTION 5
EMBEDMENT
ANCHORED THROUGH INTEGRAL
EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK- STRIP SEE NOTE 2, THIS
PET7
EDGE DISTANCE
TYP, ANCHOR TYPE,
J-CHANNEL
EMBEDMENT AND EDGE
FRAME
DISTANCE PER SUBSTRATE,
SHOWN
SEE TABLE 2, SHEET 2,
(SCREW SHOWN)
BUCK
HEIGHT
FIXED
VISIBLE
LIGHT
HEIGHT
SASH
EXTERIOR VISIBLI
LIGHT
1 HEIGIT OPT.
1211" 18
N07CHESAT
EACH END.
1/4" MAX SHIM
TYP. ANCHOR I YP
EMBEDMENT AND EDGE
EDGE
DISTANCE
1
PER SUBSTRATE.,
IIDISTANCE
SEE TABLE 3. SHEET 2.
SHOWN}(NAIL
11
-El SASH TOP
J CHANNEL'
"'
]III" All
FRAME
FOR ALLWINDOWS'
NOTES SHOWN
1 ANCHOR @ 3 55"
FROM END AND AT
1) USE ONLY
CENTER.
SUBSTRATE -APPROPRIATE
FOR WINDOWS
ANCHORS LISTED ON TABLES 2 & 3
OVER 36' WIDE,
OF SHEET 2, FOLLOW EMBEDMENT
ADD ADDITIONAL
AND EDGE DISTANCE LIMITS ANY
SCREVVS@16-318"
INSTALLATION OPTION SHOWN MAY
C35)1 FROM END,
BE USED ON ANY SIDE OF THE
FOR WINDOWS WITH
WINDOW
BOTTOM LOCKS:
ADD ADDITIONAL
2) MASONRY ANCHORS MAY BE
SCREWS @ 8-3ffl"
USED INTO WOOD AS PER TABLE 2,
FROM END-
SHEET 2. ALL WOOD BUCKS LESS
THAN "12" `P IICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.
1 X WOOD BUCKS ARE OPTIONAL IF
USE EITHER
UNIT IS INSTALLED DIRECTLY TO
I LATCH (SHOWN)
SUBSTRATE. WOOD BUCKS
OR BOTTOM
DEPICTED AS 2X ARE 1-1/2" THICK
LOCK (SHEET 3).
OR GREATER. 1 X AND 2X BUCKS
TESTED UNIT
LOCATION 6-5/8"
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS
FROM SASH END,
TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
INSTALLATION OPTION 6 INSTALLATION OPTION5
ANCHORED THROUGH FRAME INTO A RFD THROUGH INTEGRAL FIN
2X WOOD FRAME OR BUCKSTRIP, SEE INTO 2X WOOD FRAME OR
NOTE Z THIS SHEET. SUCKSTRIP. SEE NOTE 2, THIS SHEET EDGE DISTANCE
1 1 f I h , 1),
114" MAX SHIM I
1/4" MAX SHIM
SASH ViSIBLE
LIGHT
BALANCE
EMBEDMENT
7PE VARIES
WITH SASH
WEIGHT
'\7 4 /30\_
-------- -- EXTERIOR fYP ANCHOR TYPE,
INTEGRAL_EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
FIN
FIXED VISIBLE
LIGHT WIDTH FRAME SEE TABLE 3, SHEEI 2-
SHOWN (NAIL SHOWN)
BUCK WIDTH
HORIZONTAL SECTION C-C
114" MAX, F8C COMPLIANT ALUr,41NUM/STEEL FRAMING OR STEEL STUD
SHIM MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLES
T.ITIMULLION
#10 OR #12 STEEL 1/4" MAX,
SELF -DRILLING SHIM
SMS (G5), SEE
vr4_1
TABLES 2 & 3,
I SHEET2.
RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN C�i #
I ii fffs-it- �,
NO ANCHORS OR ARCHITECT OF RECORD. FRAME �LL 11—C
REQUIRED IN FRAME
FIN AND/OR
FLANGE REMOVED
IN -FIELD
SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION PRODUCT REVISED
THROUGH FRAME- (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 a. ornplyi.g with the FI.6d.
OPENING) IS MEASURED FROM
INTEGRAL FIN U LJ .__ 1/4' MAX BEADING TO BEADING. ANCHORED THROUGH
FRAME SHOWN SHIM
WICOVER @_ 2 ' 87'� -
FROM EACH END.
TYR, ANCHOR TYPE,
VISIBLE LIGHT FORMULAS
EMBEDMENT AND EDGE
EDGE DISTANCE
WDTH
STANCE PER SUBSTRATE,
d�SASH: BUCK WID I H - 4�-V'2-
SEE TABLE 3. SHEET 2.
EMBEDMENT L
@ FIXED LHE: BUCK WIDTH - 4-3/8"
(SCREW SHOWN)
INSTALLATION OPTION-5
VERTICAL- SECTI ON D- D
HEJGHTIE�
BUCK HEIGHT12 - 3-15116"
'4CHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR RUCK -
STRIP, SEE NOTE, 2, THIS SHEET
INTEGRAL FIN INTO METAL
, v
IN'O !j�7;,
io7oTEcHNoLorY DRIVE
TAT� 11
N. VENICE, FL 34275
AIL
A L hh1MIL1_tR"PE,
P.L458705
REGISTRATION #29296
ANCHORED THROUGH. FRAME INTO Building Code
METAL (INTEGRAL FINIFLANGF REMOVED) HGA lm.. 20-1[140104
RIW.h— E.Pi—fi— B --07/30/2025
C) REVISED DADE MULLION By:
NOTE.
AK - 3/10/20
Dm— W.
J-CHANNEL & INTEGRAL FI�NFES J ROSOWSKI
T71110.1 od�l
SINGLE HUNG WINDOW INSTALLATION - NJ 05115/15
1p
SH-5400 I
jsi�TS Is"TOF12 11 D-SH5400-01 C
3/4'NOM 3/4'NOM
314'NOM.
314"
NOtA
118"AGLASS 1/8" T GLASS 3/16" A GLASS
3/16" T GLASS
1/2' AIR SPACE i 1 112" AIR SPACE------,\ 318'AIR SPACE
3/8" AIRSPACE -
1/8" A GLASS—,1/8" T GLASS--- 3/16" A GLASS--\
3/16" T GLASS
EXTEIiJOR
_1 EXTERIOR \ AN
" NOU 6LASS
rE TYP.
GLAZING NOTE-9
:A' = ANNEALED
r- TEMPERED
IMMUNE=
PRODUCT REVISED
.. ..Mpiyi,g with th. Ftitd.
B.ilding C.d.
NOA-Wo. 20-0401.04
F N
C) NO CHANGES THIS SHEET.
713012025
Exi�7ti Dtpl�
By:
77n
AK - 3/10/20
imTEcw4oLoGyDmvE
GLAZING DETAILS
Drawn
J ROSOWSKI
s All 0r
N. VENM FL 34275
Df�.
N
TAW.
SINGLE HUNG WINDOW INSTALL±ATION - Ali �05;/ 15115
7_Rcr
A LYNN MILLER, P.E.
SH-5400 NTS 1 5 OF 12
'Ann
MD-SH5400-01 C
RE468706 REGISTRA'nON #29296
SEE TABLE 6. SHEET 8 FOR ANCHOR GROUP AND QUANTITY.
** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136
(APPLIES TO ANY HEIGHT 91.78'OR LESS)
NOTES
1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME
OR INTEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE,
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE TABLE.
JAMB
SECTION DETAIL FOR WINDOWS WITH
L-EVELRI REINFORCEMENT& GLASS TYPES 1-4
{REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES
CONFIGURATIONS)
L%0vt"I
0
7
tT ZATE
1070 TECHNOLOGY DRIVE
OF `WtiN.
VENICE FL 34275
I
V,
(941Y480-1600
11"I'ONAL
A LYWd MhV4, P E
A
Al
C) ADDED MIN. SASH HEIGHT
NOTE.
AK - 3/10/20
alaee TYaes
2.4
eWmm 6wm
Cksenpnon fa'g n
rvelgmsnw+n
ease
H 9M
Design
Presauie (Ib6/fe)
R fLevel
Barge Wintlow buck Width {in}
Dnl --'-"
2q 32
36
40
48 52.325
236
EquaFAte
1i.394 +6SA
-t30P
+fiS,P
-130.0
_Wa !
130.0
+65.0
-13➢.0
+55.9
-t30.0
+65..0
-129d
+65➢
-120.0
Slanbsnl_7
145tT-156I0 +6>0
-.300
+fi50
-139.p
+6i.0 1
-t3D.0
+65-0
-134d
+55.G
-1:5p.6
+55.0
-12].0
+65.0
-1180
28
Equa!-0Ie
t1.653-idS16P,.,.
-054
�3Q23.51]-111.
-1300
+65.0
�130.0
s6S.p
-130.0
+550
-13D.0
+65.0
-130.0
+650
-In
+550
1].+a17 -20.97
-?39.➢-t2t2
+65.9
-t3a_0 +65.0
-i30.0
+66p -
-t340
+65.p
130.G
-65.0
-21+550-.-___-.E4xr..
+65030,0
+65.6
- -i30.0
+�.D
-t30.0
+6v0
-t300
�650
-130.0
565.➢
-1222
1—
1102
+ 0
} -t30,4
+C£i.0
-M130.0
+65.0
I3➢U
+65A
-130.0
+fi50
416.0
+650
-i01.0
26.517-27.5820
-INN
+550
-In.
+660
-134U
x55.0
-130➢
+65,0 1
1309
+65A
-1153
+65.D
-103.4S1ett�NCot
1
23.517.26. 0
-t34C
+65.4
-t30.4
+55"0
-130,0
+6.`�.0
-
-Y30'a
+WS4
-134D2951]-235t5p
-i34D
*&S.Q
-134.4
+65.0
-f39.0
+KS,n
-139.9
+GSC
�-1-00
-134.4
+65.0
-103,5
n 61.
'A
6taM:nU Pm 11
17.517-29516 +650
-1366
+66II
-t3'J.0
tE6.0
-130.0
+65.0
-130.0
+650
+65,5 {-
109.9
+55.0
'
Gustam 6?te
tA.5i7-t]515 ±65,0
-130➢
+650
-1396
+65.9
-t34.d
+fi5.0
130.0
+65.0
-13D0
+66.0
-1ti.3
+b5.0
-99.7
!
Slgrtes(�
ti.3T]-i4516 r65.0
-i30.G
d6.0
-13G.v'
+65,0
-13➢,P
+fi5.0
:T
+65-0
-t30.0
+SS.➢
-113.8
+65.0
-10i.]
l al(es9
3t.503-3591? n650
-t30.G
+65.0
i3UP
+ 65.0
-12].2
+65p
-t25.1
+Ei.O
-ti60
+65,0
-99.4
+b5.d
-93.0
SianS+ro Cn. ttaga
2651T-31582 +65.0
-130G
+65.0
-13G.0
+65.0
-130.0
+550
-Y3U.0
+950
-53➢4
+ti5.0
-103.3
+650
-92.1
E9ua:41e
2➢.517-2b516 +.
-130.D
+55.0
�30.9
+55.0
-130.0
-.
+65.➢
-1304
___.-- _.
+85.0
...__....
-t300
... __
+65.P
-t UO2
+55.0
46
SteMaN Pm»ew
17.547-20.516 +65.P
-i304
x55.4
�3b-4
+65.0
-130.0
+650
-130.p
+56.,U
-t3R.0
+65.0
-10
+660
Custom S4e
1451]-t7.516 +66.0
-i:A.Q
+650
-13Qd
*65p
-130.0
+650
-1399
a65Dt36A
+65.0
-1050
+65G
-55.3
Custon SUe
Y25tT-145i6 +fiS.O
-t30.6
+65A
=30.0
+65.0
-130.0
+65.0
-130.0
x650 !
-i30.0
+65.b
-110.9
+65.0
-988
.SYKKteat
t)3]'t-iZ5t6 +65A i -13D.0
+55A
-130.0
+'65D
-1340
+650�-130,k
tb5A
1'A.0
-65.9+65-0
-1019
>=
TaliaOf
33.200-6T 5:6 +85U
-1SP.0
+65.0
-?3C.D '
+65.D
-118.0
+6Stt
t .ttS.t
+55D
4147
ln50
9.6
SWnb7ttl C..p
Equa4ce
26.517-33'n7 +65-0
23.si7-26516 *6a]
-i35,6
-Y300
+65.P
+65.0
-i340
-130p
+55.G
r65.9
1300
t 60
✓.54�
t5a4
1306
434,U
+bSU 1300 _I.
5➢ 130U
F5
650
96
-t419
+650
+65A
-&9.6
-91.1
45.625
wsinm S:-e
2P.51]-23516 +65kI300
+55.0
130.0
65.0
]00
+65d
3D.0
'�
-65p
130.p
+65.0
-1020
+65.0
-9f.?
5a
-StardaN Pm+ew
1751s-20516 rE54
-}300
+SS.0
13D0
65.0
t399
-13U.4
+650
i-13R9
305
+ 5,0
(30.0
65.0
-1G3.2
+650921
Custom Sue
Custom SSe
t4,GtT-1],516 +65.Q
t2517-14.516 +65.0 (
-}30.➢
-13D.0
+65.0
a65.0
-In.+CS,U
- M
+&5.0
-t's00
-n5g,0
+65o
j-1295
+65.0 S
+65.P
-130.0
-f29.5
+65.D
+aY.9
-tW.d
-1096
+K5.0
+650
-93g
-9]d
Sl 1_1
11.377-12.516 +' 5.0
-13➢.d
+65.G
+65,U
-±1d2
+➢5-0
-121.6
+fi5"0
-1217
+66.0
-113.2
+65.D
IW4
Td. tt
36.511. 4146" +650
-130.0
+654
-2156
+65.0
99]
+65,0
-959
+6&0
-939
4Ci4A
-92.7
+G5.0
-615
SYarxYrcd Cottage
3t.S57-36.516 +650
-134.4
+65Q
-�30.0 +55.0
-123.6
+65.0
-t2!?
+E5.9
-92/.0
a65.0
89.9
+65.G
-J9.3
EgvaFlle
6 t]-3!.'vi6 +65D
-t30p
6
304
+6i.0
-t300
+650
1 0.
*064
tM199
£5.9
$9.2
+ 'C
76b
52
Eta sldN PmMew
CUMnm Sie
295 -2fi 5±& +65.4
20517-23,515 +660
i.IJ.O
�1344
656
____.
+65.Q
t3p0
-__-
1237
'o
*65.0
-t
+65.
+ fr50
20.E
104.
W5❑
+6�D
1202
.W�
65.➢
A3.4
WS.D -62.6
Cuafun S'uz
Curtam Ske
ST,617-2051fi +66.9
i1517-9T 516 M50
-1304
-1254
+65C 1YtH )
+65.0 f -i(YLa
+65.0
1
+65.
+6 o
92.1
-62----55-0_..�_-T99
+0
55.
AJ9
65
+,0
+65.4
-73.2 n -76.2
C1ukm Sbe
13.41T-14.5i4 +fiS.0
-12fl,fi
+659
1 A84'
+6`v.0
A25
+fiS.P
-Y0,3
+ 65.0
-755
+65.4
i -734 1
-T3A
i
Shwiesi
t1.ftb4-t3.416 +550
-11 ].t
+65"Q
( 1J4.9
+65.0
-79.0
+85-0
J5a
+59A
-i25
+65.0
-T0.0
+6i0
-T0.0
I
Tallest
3961J-41.644 +65.➢
-139.p
+65d
-tY56
+65.9
-99.T
-959
+650
-93,9
+55.d
1 A4.9
+650
-7-0.2
G b S¢e
➢5.i 39.516 +65.➢
1306
650
j 1242
+650
-1D94
+65D
1G6.0
fl.�U
Ep3.7
SS9
-34.9
650
-76.3
TG
E9 6441e
U b.5 a
3551 3➢.5,6 �6SA S
- _
32.51 35.5-6 +65
130
13D➢
6SD
65P
I -1288
} t195
+65.0
+5.0
-i1a.f-
-iO3£
�5�
+GS❑
99.
+G5p
a6 U
t03.0
98.3
6S9
560
Bn.D
8n,y t
650
+65.0
-]3.d
-]36
91 'M NPro'AEw
29.57 325t6 +659
13d
! O85
+659
A2B
+656+
88.T
3
fi5p
252
+65D
T63
C W S e+
26 J-295`5 +654 '
i22-t
.0
393
6a.0
A3.5
+6SU
797
;55
550
T'9
650
-TR4
+559
Y�9
6hgi¢et�
24%4-26.5tb +556
+650
lYaS
15.0
41.4
r55p
-TI_?
650
-]d.2
+666
-7i.9
i659
Jt5
Equal-lite
38.5t] 41.544 x65R !
130.D
+55.0
-108.5
+e5.0
A28
+65D
-66.7
+65.0
A6.3
r65.p
b1.6
r650
-T06
84
Custom Side
35.517-38616 +65.0
-In"
+65.0
193
+55.0
9:59
ib50--I
J9.7
+650
-T6.9
r65.0
-TA.9
+65.0
I -7ti
83M -m-
338bd-355tfi +656 1
-1 i7.1
+65.0
-94.9
+fiS,U
-798
t +SSO
-t5'4
+65.0
-]2,5
91i8
Tailesi
-41.649 +65.p
-11].1
+65.0
-94.4
+65.D
-T98
+550
-T54
+55.0
-72.5
+650
-70.0 £ + 00
-70.b
SEF IA13LL f, STILE I J t-UK ANt:HVK UKUUH ANU UUAN I I I T.
" M IN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136
(APPLIES TO ANY HEIGHT 911II" OR LESS)
NOTES:
t) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME
OR INTEGRAL FIN-
2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE TABLE,
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4
(REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES .&
CONFIGURATIONS)
tl Flitf(t.,
Y
�y...3.��4•" t"` iq 4✓1,1, Jam'
No..'370
� -
r
9070 TECHNOLOGY DRIVE
N. VENIGE, FL 34275
(941}A 1600
Jjlill �t{}��'
A, LYNN PLLER P.E.
P-E.# H7055
REGISTRATION #29296
C) ADDED MIN. SASH HEIGHT
NOTE.
ABC - 3/10/20
s
PRODUCT REVISED
as ..-Plying -ith th. Florida
BuildIng ca.
NOA-No. 20-0407.04
E.0-tion Dat/c`: 713012025By If'j4
fi9ianaa��adc !'coa9aaby�s�n@roi
#�
3,5001, 3.500"
062" 052'
.062"
�14 )F1
I I rL
1 �483" 1,483 1.40' 1,483" .070"
-j
F1
J-CHANNEL FRAME .62511, U
r fL�ANGE FRAME 03 FIN FRAME LEG FRAME
01 HEADMAMB j 2) HEADIJAMB 375" HE
04 HEADIJAMB LIGHT SASH
T t REINFORCEMENT
43A-83" 3AST'
- 3,4-8a-' ,062'
18
036 1041
070'
062" —1,331" --1 1,340"L2.444"J- 2--4XjZ444" 2.444'
I
STANDARD
HD
MEETING RAIL
MEETING RAIL 27 REINFORCEMENT
REINFORCEMENT
.625" U 1 11 ANNEL 625' i FLANGE 1 07 EQUALLEG 'u, 01 37 RAMS
FRAME SILL 1, FRAME SILL I SILL FRAME SILL
T- I � i I
IS7Z' 1,641"
�
T
.G65 75"
imw
14 FIXED SASH MEETING RAIL Q, JASH RAIL
1—F- - '301
'036,
tg EXTRUDED
(H) !G BEAU SCREEN FRAME
7 2.176-
2-10or 1— 1 472" 1.565"
74" 5
471 .590 34r
.035" -r�
.356, 0 7 0 050,
j i
BALAE 8SASH STOP t AIL C2�) LIFT RAIL BEVELED
97 COVER , SCREW COVER 8�� ILNFTTERLOCK INTERLOCK COVER 21 INTERLOCK 2J INTERBEVELEDLOCK COVER
PRODUCT REVISED
as complying with the Florida
Building Code
NOA No. 20-0401.04
t... HDate:
.07130(2025
300" C) NO CHANGES THIS SH ET. Y.
AK - 3110120 Min-X-jDad. Prdct'Contr.1
025` N0,58705 t0
0-06—
ROLLED 1070 TECHNOLOGY DRivE WINDOWEXTRUSIONS J ROSOWSKI
,-I SCREEN FRAME N. VENICE, FL 34275
L CF .- -
(941 Y480-1600 7TV..'
SINGLE HUNG WINDOW INSTALLATION NI
—IMdJ- S-ic I sh-t- A—ig N.
SH-5400 NTS I 10 OF 12 MD-SH5400-01 C
-REGISTRATION #29296 I I
TABLE 8:
r Bill of Material
:=
part # I
Description
M rlal
1
1320101
Single Hung Frame Head & James - J-Channel
PVC
2
6201
Single Hung Frame Head & Jambs - Flange
PVC
3
�02
620103
Single Hung Frame Head & Jambs - Fin
PVC
44
620104
Single Hung Frame Head & Jambs - Equal Leg/Box
PVC
5
620105 ISH/DH
Frame Sill - J-Channel
PVC
6
620106
SH/DH Frame Sill - Flange
PVC
S_H/DH Frame Sill - Fin
PVC
8
620108
SH/DH Frame Sill - Equal Leg/Box
PVC
14
620131
Fixed Meeting Rail
PVC
7_6
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620134
Balance Cover
PVC
18
620133
Sash Stoic(Screw Cover
PVC
19
620156
Pull Rail Interlock
-6605_T5 Al
20
620144
Pull Rail Interlock Cover
PVC
21
620157
Beveled Interlock
6005 T5 Al
22
620145
Beveled Interlock Corer
PVC
iT
620150
Light Sash Reinforcement
6063 T6 A]
_T5
26
620153
Standard Meeting Rail Reinforcement
6_005 Al
27
620154
HD Meeting Rail Reinforcement
6005 TS Al
30
1 61644
Weatherstrip, .1 8T' x .279' Fin Pile
31
6Q300
Weatherstrip, .190" x -30CY'Foam Bulb
Flex PVC
3]2
61719 :j=.1ha�.:trip,
.187" x .220"Polyf`fle
33
618251
Weatherstrip Plug, .229'Finseal_
35
1
718XI M
#8 x 1' Ph- PH SDS (interlock Mounting Screw)
36
,
" X
78 3THPX
#8 x 3" Ph- PH SMS (Meeting Rail Screw)
410SS
37
71669SP
Meeting Rail Screw Support Plate
6063 TS Al
38
72,21,
Weep Cover
PVC
40
720XKX0CK
constant Force Balance
41
#8 x 3/4!'Ph- FH SMS (Con Force Balance Screw)
SS
42
Spiral Balance
43
720205
-Spiral Balance Shoe
Nylon
44-
Balance screw)
I410 SS
Part #I-
Description
Material
76
Kornmerling 4SG TPS Spacer System
77
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
78
Quanex Duraseal Spacer
Materials
79
Cardinal >L Edge Spacer
TART P R fr)MT
Bill of Material, cont.
Part #
Description
Material
45
720197
Auto Lock Mechanism
�Steel
46
720198&9
Sweep Lock
Cast Zinc
7
720195&6
Auto Lock Cover Assembly
-Cast —zinc
48
76XI18OPTX #6 x 1-1/8' Ph. FH SIDS (Auto and Sweep Lock Screw)
SS
49
--720200
T55 and Sweep Lock Keeper
Cast Zinc
50
76X34PPA
#6 x 3/4" PH. PH BIDS (Keeper Screw)
58
1
420181 UR Beveled Tift Latch Comer Key
7v—c
52
420182 LJR Pull Rail Tilt Latch Comer Key
PVC
53
7634PHFL
#6 x 3W'Ph. FH SIDS (Comer Key Screw)
SS
54
420183
Tilt Latch
PVC
55
420184
Tilt Latch Retainer
PVC
56
720207
T' Tilt Latch Spring I
SS
57
420186
IPlastic Tilt Latch Finger Pull
PVC
58
720192
Metal -fill Latch Finger Pull
Cast Zinc
59
420180
F ivat Bar Comer Key
PVC
60
720206
Pivot Bar
Ss
63
720191
Sash Pull Handle
Cast Zinc
- -
f�
-7—
20194
Sash Pull Handle With Latch Assembly
Cast Zinc
65
7834FPT
#8 x 3/4' Ph- FH SDS (Pull Handle Screw)
Ss
66
420188
Bottom Latch Strike Plate
Cast Zinc
67
7858B
#8 x 5/8" Ph. FH SMS (Strike Plate Screw)
SS
-
73
_72 0136
I.G. Bead
PVC
74
Backbedding, GE 7700 or Dow 791 or Dow 983
Silicone
75
71646N
Setting Block (7,18' x V x 118"), 85 +1- 5 duro.
EPDM
70
— 61012
Extruded Screen Frame
Aium
81
61011
Roll -Formed Screen Frame
Alum
82
7CKGLB21
Screen Comer Key for Extruded Frame
PVC
83
47042
Screen Comer Key with Pull Ring
PVC
84
47041
Screen Comer Key without Poll Ring
PVC
85
7CASPM
Tension Spring
SS
86
' 8
1 E'CA 61=
Screen Cloth
Fiberglass
87
616� /61 141 Screen Spline (Machine/Hand Rolled)
1
Vinyl
I NOTES
HER 11 All DOOR PROFILES, ?)PVC
E Si ARE BE iA13ELED FOR AAMA EXTRUDER CODE. ;..,Ill. A PART .1 THIS AIPFOVAI
')p - 3 ' _, - SIT 2� ITEMS .1 2 25, 2" 2a , 34 14. 2 -12
-SILICONE STRUCTURAL -HOT-MELT BUTYL
SILICONE
POLY STRUCTURALWITH
ISOBUTYLENE- 114" ROM, F 311 a" NOM_
',AJITH DESICCANT DESICCANT
LAS;� EXT.G EXT. GLASS--,,/
-INT. GLASS IN7-GLASS
KODISPACE r SUPER
4SG TPS SPACERUR NXT'm
REINFORCEMENT POLYISO DESICCANT FILL AREA
BUTYLEN�--
� -5/16"NOML
5116" NOM, SEAL '*03
BUTYL & SI LICONE SEAL
BUTYL
DESICCANT- ROLL -FORMED
FOAM STAINLESS STEEL
1 kj�
EXT. GLASS--
EXT.GLASS
1 7%,
1
�eINT. GLASS FINT.GLASS
DURASEAL®R XL EDGE'm
78 SPACER SPACER
C) ADDED BACKBEDDING
AK - 3/10/20
P.d. Plod..rCC�6tnel
D W.
70 TECHNOLOGY DIRIVE
BILL OF MATERIAL (BOO)
J ROSOWSKI
OF
N.10VENICE, FIL 34275
Tatda
Date:
SINGLE HUNG WINDOW INSTALLATION NI
05/15/15
AL
'0
A LY44VILLER, RE
SH-5400
NTS 11 OF 12
I
MD-SH5400-01
IRZ
)7o5______
j _REGI�! �TM#292�W
EXTERIOR
NP-TES-
1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J CHANNEL FRAME SHOWN, PARTS # I & 5. OTHER FRAME TYPES APPLY.
5) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7,
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOOKS.
�\ C") OR C,
OPT. PULL RAIL
INTERLOCK&
COVER
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
FORCE
BALANCE
OPT. SWEEP LOCK
OPT, AUTO LOCK
OPT, PULL HANDLE
WITH LATCH
OPT -PULL
EXTERIOR
op-T
BEVELED
JNTERLO(
a COVER
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
OR CB�)
- -----
PRODUCT REVISED -
------
s complying with the F1.6d.
Building Code
NO A No, 29-0401.04
E.pirmti.. Date,
By -
C) NO CHANGES THIS SHEET.
AK - 3/10/20
fillaffr�pade Prod uct-C�rol
Na.`8705
10-10TECHNOLOGYDRwE
EXPLODED ASSEMBLY
J ROSOWSKI
It VENICE, FL 34275
(941)480-1600
SINGLE HUNG WINDOW INSTALLATION NI
05115115
NA
.t.'
'N'T
D—I'm N.. Pe
A. Nt4t I I,
SH-5400 S 12 OF 12
MD-SH5400-01 c
S 0()01
RF156705
PEGIISTRA-11ONA129296
M I "AM NUAMI-DAIDE COUNTY
PRODUCTCONTROL SECTION
11805 SW 26 Suve4 Room 208
DEPARTMENT OF REGULATORY AND ECONONUC RESOURCES (RER) MWW, Florida 33175-2474
BOARD AND CODE ADNONISTRATION DIVISION T (796) 315-2590 F (786) 315-2599
NOTICE OFACCEPTANC�E (NQA�_
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governingthe use of construction materials.'Ihe
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).
I t ah j jAj'ow, Thi.
any= 0W
1111111 V i
NOA No. 21-0209.04
ExpirstionDate: Aril 2l,2026
Approval Date: March 25,2021
Page 1
PGT Ind tries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence subtnitted under previous NOA
A. DRAWINGS
1. Manufacturer's die drawings and sections, (Submiaed under NOA No. 11-0107.09)
2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (M)", sheets I through 21 of
2 1, prepared by manufacturer, dated 10105115, with Revision A dated 04/05/17, signed and
sealed by Anthony L. Miller, P.E.
wlmnn��
C. CALCULATIONS
I - Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by
PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller, E.
(Submitted under NOA No. 15-1210.02).
2. Glazing complies with ASTME-1300-02, -04 & -09.
7
Ishaq 1. Chanda, P,E.
Product Control Vait Supervisor
NOA No. 21-0205.04
Expiration bate; April2l,2026
Approval Date. March 25,2021
LOW
PGT In tries Inc.
NI AFTA T°IED
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER),
F. STATEMENTS
1. Statement letter of conformance with FBC-51b Edition (2014) and FBC-6111 Edition (2017),
issued by manufacturer, dated 09/14/17, signed & sealed by Lynn, Miller, P.E.
1 Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed &
sealed by Lynn Miller, P.E.
3. Letter of lab compliance, part of the above test reports.
G. OTHER
1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries, for their Series "5470" Vinyl
Sliding Glass Door (Reinforced) — N.L", approved on 03/0316 and expiring on 04/21/2 1
2. Evidence Submitted under previous submittal
A. DRAWINGS
1® Drawing No. SGD-5470 Rev B,titled 'Tinyl Sliding Glass Door (M)", sheets I through
21 of 21, prepared by manufacturer, dated 10/05/15 and revised on 04/22/20, signed and sealed
by Anthony L. Miller, P.B.
Ishaq I. Chands, PX.
Product Control Unit Supervisor
NOA Nos 21-0205.04
Exp1rationDate. April 2l,2026
ApprovaiDate. March 25,2021
E 42
MindEkksdM
TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsff 791 and Dowsil 983 siliconM prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, POT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Alurnininn Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and scaled by Idahilis
Ortega, P.E.
CALCULATIONS
1 Anchor verification calculations and structural analysis, complying with FBC 7' Edition
(2020), dated 04/22120, prepared by manufacturer, signed and scaled by Anthony Lynn
Miller, P.E.
2. Glazing complies with AS TM E1300-04, -09, -12 and -16.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (KER).
E. MATERIAL CERTIFICATIONS
1, Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. forth it "Trosifols
Ultraclear, Clear, and Color PVB Glass Inter layers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued -to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Inter layers", expiring on 07/04/23.
3, Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and
Doors", expiring on 09/30/24.
4, Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series
"VE 1000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC Exterior
Extrusions for Windows and Doors", expiring on 12/29/21 .
5. Quanex Part Suver Spacer Standard complying with AS TM C518 Thermal Conductivity
0,881 BTU -in/ hr.-fV--F, ASTM F 1249 WVTR-Pass, AS TM D3985 Oxygen --Pass, ASTM E
2190 LG, Durability -No Fog -Pass. (Submitted under prepious NOA No. 15-0409. 05).
6. Quanex Part Duraseal complying with AS TM C518 Thermal Conductivity 2.22 BTU -in/ hr.-
ff-'F, AS TM F 124-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189
I.G. Durability - No Fog, AS TM E 546 Dew Point Development -20OF in 48 bn. (Submifted
under NOA No. 15-0409.05). 1
Ishaq 1. Chanda, PX.
Product Control Unit Supervisor
NOA No. 21-0205.04
Expiration Date; April 2l,2026
Approval Date; March 25,2021
E-3
PGTIndustries.,Ine.
E. MATERIAL CMITIFICATIONS (confinue)
7. Vision Extrusions, Ltd. Parts complying with PVC-AAM. A 303-13, Voluntary Specificati
for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1
AAMA Fenestration Exterior Profile Certification Program. (Submivrd under NOA No. 1
0409.05).
K Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13.
(Subm ifted under NOA No. 15-0409.05).
9 PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exteri
Profiles for Vision Extrusions, Ltd,-VEX-1 by AAMA Fenestration Exterior Profi
Certification Program.
10, Notice of Acceptance No, 18-1217-14 issued to Energi Fenestration Solution, USA, Inc,
their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions
Windows and Doors", expiring on 02/04�2 1.
11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc,
their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring
02/28f23.
12, Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc.
their "Bronze & light shade cup coated White RIgid PVC Exterior Extrusions
Windows and Doors", expiring on 04/16/25.
F. STATEMENTS
1. Statement letter of conformance to FBC 71' Edition (2020), dated 04/22/20, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest and of independent, issued by manufacturer, dated
04/18/20, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. 'This NOA revises NOA# 17-0420.07 aud updates to FUC2020 (711, Edition), expiring 04/21/2
2, RER Test proposals #19-1155 dated 01/10/20 approved by IshaqI. Chanda, P.E. I
I 5 t- 7 1 . L" /I -I� �,
Ishaq 1. Chanda, P.R.
Product Control Unit Supervisor
NOA No. 21-0205.04
ExpiradonDate: AprII21,2026
Approval Date: March 25,2021
LME
E 9 i In im—t r_j vs. � hin —C.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. New Evidence Submitted
A. DRAWINGS
1. Drawing No. SGD-5470 Rev C, titled "Vinyl Sliding Glass Door NOA (NT)", sheets I through
21 of 21, prepared by manufacturer, dated 10/05/15 and revised on 02/01/21, signed and seated
by Anthony L. Miller, F.F.
Note: This revision consists replacement of same existing installation screw with flat head.
B. TESTS
1. one.
C. CALCULATIONS
I. None.
D. QUALITY ASSURANCE
I . i-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC Th Edition (2020), dated 02/01/21, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no f-mancial interest and of independent, issued by manufacturer, dated
02/01/21, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. This NCAA revises & renews NOA# 20-0429.06, expiring 04/21/26.
I i7 1 L'41 n
q -I.Chands, P.E.
Product Control Unit Supervisor
NOA No. 21-0205.04
ExpirationDate. April2l,2026
Approval Date: March 25,2021
Em
INCLUDING POCKETS & 90'A 350 CORNERS
NOTRATEDFORiA
IMPACT RESISTANCE OH 6HEET,9 7 & 8 1
MAX. UNIT WIDTH
NOFA. PANEL WDTH
PER TABLES I & 2
MAX. UNIT 4
HEIGHT
PER TABLES I & 2
IG TIONS
MAX. UNIT WDTH
NOM. PANEL WIDTI-
PER TABLES I &,'
f—
MAX. UNIT
HEK3a-IT
PER TABLES I S
I
K-t m;;I t
CONFIGURATIONS _ '
I— MAY UMTYADTH
NM UNITVWDTH
NOW PANEL WDTH NOM PANEL �VDTH
J--
PER TABLE$ I & 2 PER TABLES I&2
MAX UNIT
MAX UNIT
HEIGHT 4�
HEKHT I
4 PER
12 PER TAKES 1 & 2 TALES L 1 & 2
$-PCONFIGURATIONS
ANEL CONIGURAT
" - --- — I %; _PANEL CONFIGURA'noma
i MAX UNIT MOTH
MAX. UNIT)MOTH MAX UNITWIEYrH
PANELVA
NOM. PANEL VWDTH NOM,PANEL WDTH g
NOM. PER TABLES I & DT2 H
PER TABLES I & 2 PER TABLES I & 2
Tr 1
MAX. UNIT
IT i fS 7,-- 1,
j - HEIGHT
MAX UN
MAX, UNIT 4`1
P.ER
HEIGHT HEIGHT
PER TABLES 1 2 I� TABLES I 2f,
12 PER TABLES 1 2
CORNER. TYP.
��PANEI�J;ONPIGURATIONS 6-PANEL CONFIGUBLnONS
MAX UNIT VVIDTH MAX UNIT WIDTH PRODUCT REVISED
.% .—pws
NOLI. PANEL WIDTH NOM, PANEL WDTH S."ng Code
-
PER TABLES I & 2NOAM..
- PER TABLES I & 2 —?"
04C2112026
f
MAX, UNIT
"A
MAX. 9fTti
HEIGHT HEIGHT 4,
h
Yl
PER TABLES I a 2 PER TABLES 1 2
'T-PANEL CONI-IGURATION$
'X'= OPEPA131 Y.L. PANEL
1) ALL CONFIGURATIONS SHOM ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT ElITHER OR 130TH JAMB -a' = INOPERABLE PANEL
LOCATIONS EXAMPLE 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)O=p, pMM OR)V=p, OM IN 'P'= POCKET
POCKET CONFIGURATION CAN BE OXXXp
2} W & 13W CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS
3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND
REVIEWED BY THE AUTHORITY HAVING JURISDTCTION-
r—DETAtL LETTER
41 FOR NOM- PANEL WIDTFI, SEE TABLES I A 2.
1070 TECHNOLOGY OR
T—
N. VENICE, FL 34275
S) MAX, ALLOWABLE FRAME SQUAREF OOTAGE - 472-B58 Fl- SHEET NWASER
OLD VADTH = NW. PAI�IEL WIDTH - 0-M6'
NOM PANEL WIDTH = PANEL V410TH -+ 1-3flir
DLPArO HEIGHT � DOOR HEIGHT - 11 -111T
PANEL HEIGHT - DOOR HEIGHT - 2-Irt
VINYL SLIDING GLASS DOOR NCA (NI) I
EXAMPLE CONFIGURATIONS i ROSOMKI!
NO CHANGE$ THIS SHEFM Atol
MMAMEEMIW-��
101111111,
z No. 587M
y
STATEOF
DETAIL Di' NOTE 4, SHEET% MIN. OF 3
CONCRETE(CMU PER THREADSOF-YONDTHE
ANCHOR REQUIREMENT FRAME WKITH \ METAL -SUBSTRATE
1E HT
TYP ANICHORTYPE,
EMBEDMENTAND :_7
EDGE
EDGE DISTANCE PER
DISTANCE
SUBSTRATE, 71—
SFF
EX� '____A_'__1_____111_1
TABLE A. SHEET 1
R
DAYUGHT
NOTE 3, BELOW 1 401
WIDTH L
EMBEDMENT
EDGE
c)r.TANc,V
f,'t!
iz
L'_BUOKSTRIP, SEE
ANCHOR NOTE 3, SHEET I
PLATE AT
EVERYY,
ANCHOR
LDCATION
'4 ti
ETAILA2
2X WOOD BUCKSTRIP OR L _KrRJ�V
FSEE ANCHOR
NOTE 3,SHEET 1
(41 THRU MEPE R 0 �TM
O.C. Ses S"S=
1/4MAX
• $MEET
SEE NOTE 6, Tm #8 X SO- SMS REINFORCEMENT SCREW, 7 EMBEDMENT
--,PE,9 STILE, LOCATED AT CENTERLINE AND 81,
HORIZONTAL SECpgN_LX�SH0WN 9' & 12' FROM ENDS (FACTORY INSTAI-LED),
fb �AJLC2 [5�&WAJL B21
imrFRt=
REOMED F DOM EMBEDMENT
DAYLIGHT 1W MAX.
EDP EDGE
DISTANCE
SEE NOTE e,riISSNEET
TYP,ANCHOR TYPE
EMBEDMENT AND
EDGE DISTAACE
PER SUBSTRATE,
SEE TA131 E A, SHEET
A) TkOWJ XEEPER 4M MAX I & NOTE 3, BELOW
qs- ac, SEE StiEET is
J-� i I ;,I--
1/4'MAX,
i
—__
PANEL MDTH —
__1 v I
1 1 , OONCRETEICMIJ PER
L.2 — — — — — - J
ASTRAGAL MAY BE
HORIZONTAL SECT1101NIAX0 SHOWN)
ANCHOR REQUIREMENT
INSTALLED IN r=11'HER
WTERIOROR
NOTES
FIXED PANEL CUP &
ANCHORS, SEE
EXTERIOR DIRECTION.
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURA_11ONS_
RSWORrEmar rfS, Trn
DETAIL SHEET 19
ALL PARTS IDENTICAL
1 2) REFER TO ANCHOR NOTES. SHEET 1,
3) SEE SJ*_1ET 13 FOR ANCHOR LOCATION & SPACWGFOR F"q ALL L
ANCHOR QUANTITIES, SEE TABLES I a 2. 5TI-ES AND
4) CONTfN UOUS ANCHOR PLATE, ITEM #8, 15 REOURED AT ALL
1 FRAME ANCHOR LOCATIONS.
6) PANEL WDTH DOES NOT INCLUDE INTERLOCK OR ASTPAGAL ADD-ON-
f-7;71
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS. ALL
REIWORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF
THE EXTRUSION . REFER TO TEST REPORTS FOR EXACT DIMENSIONS
7) SE E SHEET 20 FOR S C R EE N D ETAL S STAMMD "D
VINYL SLICING GLASS COOR NOA JNI) I
'INSTALLATION. HORIZONTAL X-SEC7,1 4, J ROSOWSKI
Q REV ANCH HEAD SHEETS %4 & 6 01127f21
N_ VFNM, FL $4276
(941)49048W
NTS 30F21 SQD-5470
I MD-mmo c
NJ
EDGE
DISTANCE
TYP. ANCHOR TYPEE
EMBEDMENT AND
EDGE DISTANCE PER
SWWRATE. SEE
TABLE A, SHEET I &
NOTE 3, BELOW
PRODUCT ftwmo
as
wHhth W Fiedda
..0d1.,=m
MCA-41s. 2'1-020SA4
%III Mjj, /I
"t;X LYNN
No. Sam
02/01/21
`,-O,'- STATEOF
rf.pros YONAL V%11
t1flylloW,
ALYMMKUR,P'F'
WAIL
DETAIL El M
TYR ANCIHORTYRE, EMBEDMENT
E V-1.hR-y
AND EDGE DISTANCE PER
L
SLWTRATE, SEE TABLE A, SHEET
1 &NOTE 3, THIS SHEET
CONCRETEr,MU
EDGE
PER ANCHOR
REQUIREMENT
EMBED -
MI
rD—E—TA-1 —LF--21 §9NL �3
2X WOOD SUCKSTRIPOR TYP ANCHOR TYBEDMIENT
FRAMING, SEE ANCHOR 'EDGE DISTANCE PER CONCRETECIMU PER
NOTE3.SHEETI ANDSUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT
AN
EDGE I NOTE 3, THIIS SHEET EDGE
DISTADISTANCE—
NCE
7
EMBMMFNT
EMBEDMENT
1 '7-7H-7),31, 114'MAX
iwmAx,-,
IX OR 2XVVOW
BUCKSTRAP, SEE
3ANCHOR NOTE
,10
SMET i
FOR
=Al/
ANCHOR PLATE AT RAU"
EVERY ANCHOR
? LOCATION
DAYLIGHT
OPENING FRAME
HEIGHT
HEIGHT!
OR
r :�-
IAV MAX
GROUT AS
NEEDED, SEE
ANCHOR NOTE
5, SWEET I
114" 1IM
-11WMAX 1W MAX,
R ANCHOR TWE, EMBEDMEITT
AND
EDGE DISTANCE PER SUBSTRATE, GEE
TABLE A, SHEET 1 & NOTE 3, rKS SHEET
DETAIL E4
I 19TQ METAL DACE APPROVED MLLION, FBC
OOMPLIANTALUMINUMISTEEL
FRAMING OR STEEL STUD, MAY
SE VERTICAL OR HORIZONTAL.
SEE SUBSTRATE PROPERTIES,
TABLE A, SHEET I
EDGE DISTANCE
-yP ANCHOR EMBEOWIENT AND
EiDi,X- DISTANCE PERTYPE, SUBSTRATE, SEE
TABLED SHEET I & N07E 3, THIS SHEET
NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIOURATfONS
2) REFER TO ANCHOR NOTFS,SHEET 1.
3) SEE SHEETS 118 12 FOR ANCHOR LOCATION S SPACI
#8 X 3WSW REINFORCEMENT
FOR ANCHOR QLW TIESSEE TABLES I & 2,
M
SCREW, 3 PER RAIL, LOCATED AT
4) CONTINUOUS ANCHOR PLATE, ITEM 46, IS REOUIRED
CENTERUNE AND S7 FROM ENDS
ALL FRAME ANCHOR LOCATIONS.
(FACTORY METALLED)
6) SEE SHEET 20 FOR SCREEN DETAILS .
I
6) SEE TABLES I & 2 rOR REINFORCEMENT REWIREM
PANE!
ALL REINFORCEMENTS ARE APPRO)GIMATELY THE FULL
HEIGHT —msF R
LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS F
EXACT DIMENSIONS,
REQUIRED
POSITIVE
DESIGN
PRESSUREE
SEE SHEETS
7 & 0,
8123
All?
2-112- - W IAL
SILL 1-UGHT
42 SILL RISER
�-VrTOTAi
SQL HEIGiM
EWMD-
EAMEOMENT EDGE
WENT
EDGE "1
TYP. ANCHOR TYPE,
DISTANCE
—1
EMBEDMENT AND
2)(WOOD SUCKSTRIP OR
EDGE D15TANCE
FRAMING, SEE ANCHOR
OONCRETFJCMU
PER SUBSTRATE,
NOTf:l SHEET I
PE•RANCHOR
REQUIREMENT
DETAIL Fl�
SEE TABLE A�
SHEET I & NCTEt
DETAIL F
THISSHEFT
mov"o
TYR ANCHOR TYPF,
EMBEDMENT AND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE A;
1070 TECHNOLOGY DR
SHEET I & NOTE 3.
m VENICE, FL 34276
THt6 SMEET
ld
ail �RISER
%L—L RME
SIL ' L RISER
'�-VJ4-513`
t3-57r TOTAL
AW TCTAL
TOTAL
SILL "Ela"
STUHSGKT)
SILL HEIGHT)
ANYL SiJ - DING GLASS DOOR I NOA ( I 1 1 41) till 10(0511
INSMAIAXTION, VERTICAL X-SECT. J is
-Luau
Luau
L
%
MEW
I OETAIL H'
IL
-- — — - -- ---------- .... ...... 77"
_4
H�lrml' M -i
T y
`4.
01,
OAl2 V202*
K-107",
A ;
DETAIL G2
F
NOTES
W)bii AILS APPLY TO 2,3 AND 4 TRACK CONFIGURAMM,
2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACMG, FOR ANCHOR
QUANTMU, SEE TABLES I & 2,
3) COPMRASTRAGAL MAY BE EITHER TO THE WERIOR OR EXTERM
DEPENDIM ON CONFIGURATION.
VIVYL SUDING. GU,4653 DOOR WJA (W)
�A5 p
Nc
COMER, AZT11VAGAL, HORZ X-'3C-,T- qo
C) NO UiANGLS THIS SMEE�T
lofq �_Ec+N6U_j_dy 69—
M VEHir;r- Ft 342 75
IMA
'54W"Ts 5 OF 71
I'll �col u .... 0 Plg, 1""
LYV,
Z*� No. 58705
02/01/21
STME Of
'Off; A LYM RE
FlE.0567M
OPTIONAL NOW DETAIL 11
STRUCTURAL
ANCHORSFOR
INTERIOR -UN—
JAMS
fll c8
!NTERIOR POCKETS MUST # iH155i4EE7`'.t"
INCLUDE ANON-STRUCTURAL,�
FRAME JAMS TO REDUCE THE
POSSIBILnY OF WATER
INFILTPATIOU1`I RRX
POCKET BY OTHERS, SEE � � � � -„
NOTE 6 BELOW.
DETAIL 62
3
TYP ANCHOR TYPE, EMSWMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE A,
SHEET i & NOTE 3, BELOW
{$
5-
EMBEDMENT
�, R Ei• "L ,. s ' .a JE"T. 11.*1 UA .
R U
EDGE ...PER ANCHOR
C7E`J1-1§NCE r REQUIRENENT
AT M
a IMF.
ANCHOR
iYP.ANCHOR TYPE, EMBEb BST EXTM� CORETEIC3vtt9 Tz- -Me—,
lma- AND EDGE DISTANCE PER EDGE 1 PERANCHOR
SUBSTRATE, SEE 7AI3LE A, SHEET # DISTANCE — REQUIREMENT
.INTERIORPOCKET EXTERIOR POCKET
Wmm-mmukolRINN,
EDGE
DETAIL13 ITV E
�r TAL
fi e
EMBEDMENT — ',._J
1/4" M.X.
4
SEEFlGe `
ri
EXTERIOR POCKET
Dm
REFER TO ANCHOR NOTES, SHEET t
SEE SHEET 13 FORANCHOR LOCATION& SPACING FOR ANCHOR QUANTITIES SEETABLES192
I) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS,
5) WTERIOR OR EXTERIOR POCKETS APPLr—ABLE FOR ALL INSTALLATION NIMMOS.
TYP ANCHOR TYPE, EMSEDMNT
s EDGE 04STANCE PER
SUBSTRATE, SEE TABLE A, SHEET I
1--
EMBEDMENT
f
MAX
AGB,
�
FOR DOOR HEIGHTS W AND LESS
FOR DOOR HEI6f-ffS OVER
EDGE
Z(VVOODBUCKSTRIPOR
DISTANCE
FRAMM,SEEANCHOR
'OPT ANCI-IOR
I III I IAII� � I �
I��
ttt#}S#6df Pfff
., ,NL o Lyt*4f
r
rJ
01r27/21
r .
tPtP91
..�.-�.. .�.F.�.
dd91i1tONAL
P.E�58#ffi
W 'EXAMPLE ON SHEET 9
AND TABLE SI DETERMINES THE WATER LIMITED (+) OP.
RISER 16 NOT REQUIREDIF So, +DPS SHOWN IN TABLE I MAY BE USED-
2�) SEE SILL RISER TYPES ON SHEET 4
4) SHEET APPLIES TO 2, 3 AND 4 TRACK CON!FfGURAT�ONS,
$)REFER TOANCHOR NOTES, SHEET 1
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION 9 SPACING
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE IHE DESIGN
PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A,
SHEET I FOR OOMPLE7E ANCHOR UMMATIONS
THE MAXIMUM OP AT THESE ANCHOR QUANTITIE& ADDITKKALLY, THF
MAXIMUM POSITIVE DP DUE TO THE SILL HEICKT MUST ALSO BE
CONSIDERED, SEE TABLE $1, THIS SHEET,
#CF ANCHORS THROUGH THE HEAD& SiLL, �Ek FOR C*+l, 3 ANCHORS
CLUSTERED AT PANEL MEETING POiffr AND I ANCHOR REQUfRED AT
MIDSPAN OF PANEL).
TOTAL 4 OF ANCHORS THROUGH THE JAMB -
THE #OF ANCHORS REQUIRED THROUGH THE P-HOOK
PERPENDICULAR TO THE GLASS
l6wr
Heavaill
c6+1 C5+1 C5+1 C"
24' DLO
we, h
-- jamb
5 5 T
7 . 7
DeaW Pmsswe
+141-81-141.8psf
22-W
HeadtSill
I
05+2 C5+1 C5+I a
w OLD
Wkfth
imft
5 5
!7T
P-hook
7 7
Des4l proestm
+123a1-12agwr
22-51v
Reawsw
CS 2 C5+1 C5+2 C•
36' DLO
Wk�fth
mb
5 5 7
p-
i 7 7
Desio prmsms
+04,31-104,5pvf
3445W
Hoodf9m
05.
42' OLD
5 5 7
wah
Pm
003w preaswe
7 7 7
+Wl-go psf
2!!vYSll
CS+21C3+21�,: �2C-,
Jamb
5 5 6
7 1 7 1 7 1
Head/Sil
rijan-m!
CS-2 I C3+2 fFn�+2, C�
.w DLO
WHY& I
5 5 6 i
oasign pros$uv
+W/-Wjw
S2-W
-C3
DLO
]nC3+2 C13+2O�
Jeft
3
nFly-Tr4mmm,
+839.01-133,6W I *1118/41a6ps! I +99.11-107,4psf
lm
+80/I +801-Wof I +40/f
rZaLm
SAYAW904190w, Ww"'WIVAN
RISER 15 NOT REQR, IF Ili,"
SHCVM IN TABLE 2 MAY BE USED,
3) SEE BILL RISER1�';,
ONH4.PPLEAN4ACCOO ANCOTES, SHEET 1,
6� SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING
PER SUBATE REQUIRED TO ACHIEVE THE M&GN
IES LISTED BELOW., SSE
NT TABLE A,
12Cr
SHEET I FOR COMPLETE ANC NOR LIMITATIONS,
ISMS. OLO lisigm
THE MAXIMUM OF AT THESE ANCHOR QUANTITIES- ADOTIONALLY, Ti-E
fitMAXIMUM
-p
POSITIVE UP DLJE TO THE SILL HEIGHT MST ALSO BE
CONSIDERED, SEE TABLE B2, THIS SHEET.
4 OF ANCHORS THROUGH THE HEAD & SILL, {EX; FOR CZ+ 1. 3 ANCHORS
CLUSTERED AT PANEL WEETING POINT AND I ANCHOR REQUIREDAT
MIDSPAN OF PANEQ.
TOTAL III OF ANCHORS THROU3H THE JAMB,
'10 10 90
THE # OF ANCHORS REQUIRED THROUGH THE P4400r,
8781-95,Ipsr
PERPENDICULAR TO THE GLA88
C5+1 C5+1 C30
s 4 5
I 10 10 a 10
713I-z".Ops7
RG 11
C5+1 C5+1 03+11
ON LENGTH
�iE ±tllo
I----
DOOR ASSEMBLIES
6&61-72pe
; INSTALLED WHERE THE
jC5+l C5+lr-3+1
jU OVERHANG JOH) LENGTH IS
,6 6
WUAL TO OR GREATER THAN
01 THE OVERHANG HEIGHT IS
EXEMPTED FROM WATER
+W/45psf
INFILTRATION RESISTANCE
Not available in these vzms.
PRODUCT REVISED
V4"' the fl-ma
21-0205.04
042112026
DLO W#DTH m NOM. PANEL %MDTH
DLO HEIGHT = DOOR HEIGHT - IIAMS
PANEL HEIGHT = DOOR HEIGHT - 2-112"
VINYL SLUNG MASS DOCIR NDA (NQ I
NM 58705
SI p
'T DP ANCHOR QUANTn'y TASLS J R'06 KI
1
T 1'27 1
C) NO CHANGES -MIS SHEET, $1401 t2l
0, % STAIM cw
X - 11
' 7—
ONAI
=1222-MM-=
3.PANGI., 3 TRACK STRAIGHT CONFG4JRATICN - P)OcX
INTERIOR NOUNT POCKET, 4W'X 84' N01ii PANELS,
LAWMATED, tG GIAZING, ANCHOR GROUP A IN MOD SUBSTRATE,
PROJECT DESIGN PRESSURE REQUIRED: +48,21-58,6 PSF
OTHERS, SEF
NOTE 6,
s4EET 6
1;
FRAME JAW RID-DULREIV W'A3,TLCE CPA"IFRUNE GEMFErWE
E
a INTERIER OF WERLOCK 6CK
vw_ OWPAMEL I OF PANEL 2
'Al
6"cer 12
SHEET 12
SSEPOCKE'rJAW
OPT ANCHOR I 'PLICE MM7F* 0MAUATION ON
To AID Im N0N-WRl=lJRAL ANCHCft MY &-EET 0
OF ADDEDIIN-rIELIDAS NEEDED TO
AUGNMENT ALlGN7HEf-ffiAVCRSUFA
SILL-S-LICE INTE-13- ION
el — - CEN7&ak4E
V'Ax OF PANEL i
I j F0QKE7ffY P
R�I�R �N'IE �10R QTHERSSEE
52 MOTE 6,
SI-IEE76 , . ......
ti
ANCMORAC�
SHEET II
ITIMAX. 210
FRAMEbWa 6 E E PQC?�BAPS
VAX REOURED@ t4S7AUATION ON
0 C WERIOR POCKETS
HEET6
1) KN01 N15 THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES I & 2
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF
+4621-M,6ATANC)M.PANFLSOEOF4ff'XB4" FROMTABLE I,SHEET7,rHE
DESM PRE88URE IS +W-W MICH EXCEEDS THE PROJECT MiGN
PRESSUK REQUIREMENTS.
FOR WOOD JNSTALLATIDN USING ANY l*W811 C3+2
ANCHOR IN GROUP A (SEE TABLE A), TABLE
I SHOM ANCHOR REQUIREMENTS OF. P4ixk
2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON;
V-" HEAD CCiLISTER ANCw"mzRi' SHEET 12 FOR THE 'C3CLUSTER ANCHORS AT
OPT ANCHOR Wit. IHE fN7ERLOCKfAST RAGAL.
Id
TO4- HEAD (tRRMgq
ALIGNINENT 'l ��TEANCHORS). SHEET 12 f:OR THE -+2 ANCHORS AT THE
AM*NNDSPAN OF EACH PANEL.
"I '
P-(- OOK JAMB SILL igUSTER ANCHOIRS), SHEET 11 FOR THE *C3' CLUSTER AN SAT
AfidiORAGE ANCH6RAGE THE INTERLOCKJASTRACAI
Ei DETAILS SILL tINTERMEDIATE ANCHOR§);- SHEET 11 FOR THE -+2 ANCHORS AT T I HE
OF EACH NEL
E2aPRCQUCT REFERENCES ALSO SEE- JMS' E ANCHORS, SHEIET 13 FOR GEN- LAYOUT
P-HOOK 7 ANCHORS, SHEET 13 FOR GENERAL
A) SHEET 2 FOR AU_CVVABLE CCINFIG)URATIONS AND EXACT LJ�Y_OUT
LOCATIONS OF CROSS-SECTION DRAWINGS.
8) SHEET 10 FOR SPECIFIC GLAZING TYPES 3) INSTALLATION DETAILS INTO MOD CAN
C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES BE FOUND Oa
D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWNGS. HEAD & SILL SHEET 4
E) SHEET 18 IFOR INSTALLATION OF AMMONAL AC�ESSGRIE& ENFEr 3 N. VENIM FL 39275
F) SHEET 21 FOR A BILL OF MATERIALS. P4400K- SHEETI5 [ (9411-w-1wo
"tea ANCkK SREETIZ MAX
03 _-CLUSTER, SHEFT 12 EXTERIOR
SHEET 12 ENUffiPCADMOE
(MIN I ANO-OM
HEAD ANCHORAGE DETAILS
PX,IXX 13-TRACK)
Icewmftw I CSOBRLIwe SEE F*UPE BELOW IFOR AMTKIINAL
Or JAPVLOCx "?Z,;UXF AtCR-RMFORMATON
cl-NIEliLm
0FRAMM2
��54 MAX,
ACRE,
CLOVER
fMK I ANCHOR)
-SILL ANCHORAGE DETAILS
PXX2� 3-TR�C
_L _ I<)
EM PANEL ANCHOR EXCEPTION,
FOR SILL ) AND HEAD, ANCHORS AT TI-E
MIDPOINT OF END PANELS ARE ONLY REMIRED IF THE
D.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER
25,4V', OTHERMSE ANCHORS ARE NOT RFQUIRW AS
PlISR THE FIGURE ABOVE:
VINYL SLIDING GLASS DOOR INCIA (NO
STRAIGHT DOOR EXAMPLE J
C) NO CHANGES THIS SHEET.
SUCONE
STFa)CTLRAL IMNOW
lip
PoLyisosuryl.Ewe
WTH DESICOANT
INT EXT. GLASS
8LASS
OD ACE
4SG TPS
SUPER
TPZER'M NXT-
PoLyr-,o- DESICCANT FILL AREA
SUTYLENE vie, wom
SFAt
Sy-l-low $64L
Rou-FORWIED
STPJWrSS STEEL
EXr GLASS
W� w,
WT GLASS
EDGE'
SPACER
tims, Nom.
WWT GLASSFd
I VW AW SPACE
SMa'T GLASS
PAS TEW
--4MWATED
SURFACE
PROMCT MEXTERIOP-
GLA� T W-0.13
'70MM
j
TOWARDS THE EX71RM
e,-3 1��
QLAZED"W*62431S
70WARDSTHE 4WERM
GLASS DETAIL
NOTE&
I t BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED
2) PRODUCT MAY BE EM4ER WERIOR OR EXTEPJOR GLAZED.
'T'=TEMP ERED
hL VENICEFL 34275
(94116W
MNYL -SLIMNG GLASS DOOR W)A (NJ)
GLA23NO DETAILS
I - — - ------- ----
0) NO CHANGESTHIS SHEET.
PRODUCT REVISED
ag �m=wlth the Flood.
8.110.0 W*A-Wo. 21-02M.04
Expkvuon Wala02Z:
FA vldk�t clottrw —
6 Lyy)v
0�
JoAm No� W705
02101121
01 J2
MTE Of
/271
NOIJ11% ig
INTS 1 10 OF 21 �l 5470>0 C A I
ASTRAGAL OR
ViTERLOCK
CENTERME 4*
Z-1FRAGKCLL15TZR'CW
ANCHOR LIXATIONS
ASTRAGAL OR
MT N,
aeffEPAM49
.1RACX �LUSTER -C�r
AMC+IOR LOCATIOM
AUTP"L OR
EXTERIOR 3 2Z'
-5 3TRACXCWSM2TT
ANCHOR LOCATIOM
AWIRAGAL OR
WTERLOCK-
CENTERLINE
�7-77177777- _77
W
. ... . . .
RXT�M�OR
, L-
41TRACK CLLWER
"c6'ANCHOR LOCADOMS
NOTES
1) ALL DIMENSIONS SHOM ARE BASED ON M11,41AALIM ALLOV*D
2) TRACK -TO -TRACK
018TANCE IS 2175"
FOR ALL SILLS:
P.VRV� ?9RTAj—Q Tfft �"17AM eLL
cw5w"cmwLqr4T1Qft%
71
p-ArCA
"I'ANCHOR LOCA71ON
CENTERUME
�JMMWZ
PAKM
4"
2 -TRACK N I fERMEDATE
'+2'AMCHMLOCATf0M
PANEL
NTERL W.
3 22'
3JRACK Va1-zRMGC4ATE
'-T ANCHOR LOCATIONS
PANEL
EXTEROR
4-TRACK INTStMIATE
'-r ANCHOR LOCAMONS
4'
EXTERN
MERMURATIE
'+r ANCHOR LOCANOM
PANEL
C5NTRRLmNE
tjOTES,
1) ALL DPAENSMS SKWM ARE BASED ON MINIMM ALL
2) TPACK-TO-TPAC. Jr
DISTANCE IS 2,376"
FOR ALL BILLS -
PRODUCT REVISED
Florida I 19 1 ff,
y ff,
E,,pb.tt— 9.t. 04/2112026
r
mo, wm
J ROSOMKI
_-L — - -
MD -&MO i� C,
0, STAM OF
ZONAL le:,V'
116j",
A.LYM P.E.
pzsaww
CQ,
A6TVAGAL OR
KTFA",
MTEMOCK 4�
-
_C11,
CENTERLIKE
9?L �Aloli
322-
2-TRACK CLLMMCr
Z-TRACKCLUSTER`GV
AMMR LDOAUM
ANCHDR i3OCATIOMS
ASTPAalkl, OR
ASTRAGAL OR
a4TFJ74� — I'll
WTORLOCK--i
Ce'PoUm A'
CENTERLOE A"
3 22"
_p_ ;'Pr
34PkCKCLJSTtR-Cr
ANCHCQ LOCATIONS
ANCHOR LOCATKM
ASTRAWLOR a
ASTRAGALOR
=OOK-7 4-
fNTFALOCKRLISdE
4'
- "ZI
...... . .
3 27'
11RACK CLUSTER
4-TRACK CLUSTER
'C-TAN0-*R LOGA'rMS"CS-AN
CHM LnCAMMS
1) ALL DUFNISIONS SHOWN ARE BASED ON MM" ALLOMD,
2) TRACK -TO -TRACK
DISTANICE IS Z37U'
FOR ALL HEADS
I_Howv§m_ I
s
P-40* 7
PANEL
CENTCRUNE
PR
2-TRACK IffERMSOLTE
'WANC40A LOCATION
PANEL
,NY Fw ,IL-
3.TRACK #4TEPJCOATE
11, ANCHOR LOCATION
PANEL
CENMRLINF
EXTERIOR
'fiJ 4-TRACK LIDEMEDOME
`WANCHOR IJCCAT"
PANEL
CENTL-RUNE 4'
'-2"ANCHOR LOCATK*tS
PANEL
CEhrTERU
EXTEMR
3-TRA_'< IMERVEDIATE
LOCATMS
L
CE -AW
'TRACX MUME"TE
,.r mckom -OCATIONA
!)ALL DNEWSIONSSHOWN ARE BASEDON MINIMUM AU4WdED_
2) TRACK -TO -TRACK i
04STANCE IS Z376' 2376
FORALLHEADS;
VINYL SLIDING CLASS MOR NcA (M) jj lomwif.
ANCHOR LOCATIONS 8 ZA, J ROSOMKI
AS'Olt27121
C) NO CHANGES THIS SHEET.
PRODUCT RFVISED
_
�1=2§
xv, t
5, STATE OF
d
"z
yomm 'i - ,,
A.L RE:.
61
MAX,
I
*�T ArMAX
OPT, ANCHOR
TO AID IN
ALIGNMENT
EOETE—s
1) SEE TABLES I & 2 FOR EXACT OUANTITY
OF ANCHORS REQUIRED IN THE P-H.
�*7177UT7F;W''CCKET JAW
p mrij
475' 7-12Z'
HIM
21S'
MAX, MAX MAX LZ O.0 EXTERIOR
6.
MAX fl!n,MAX MAY,
a -TRACK FRAME %-_TRACK FRAME 1:1MCK FRWE
JAMS ANCHORS JAMB ANCHORS JAM ANC FRS
JAMB JAMB JAMB
J4) WEEP NOTCHES
PER END VX AW
V4EFP NOTCHES
R END @ 1"X,6W
SILL
SILL
EX
J3) IRAGK WEEP HOLES
EvERy241Q1.129-x,1w, (B) TRACK WEEP HOLES
RACVW-EP
(1) WEEP NOTCH EVERY EVERY24"21,12WXAW; I (10) TK 'Ile
24- Q 1,375'X .SW (1) MEP N=H EVERY EVERY 24- C 1. 129 "' Aw"I-1111
24°(MII,375-X.50W (1) WEEP NOTCH EVERY
W 0 1.3T5® X.WT
SILL WEEPHOLE
VIWL SLIDING GLASS DOOR NOA (NI)
eANCHOR OATIONS C a, J ROASOWSKI
C)OES THIS SHEET. 01127121
im rbCHNOLOGY OR
K VENICE, FL 3A275
54 13
(9641)-480-1600 70 NTS1 OF 21 7(10 �j C
:SGD-
PRDDUCT REVISED
AN J"
" pf wi HU= th tA. Rrid.
do
N L
y N&
N*A-m.- 21-0205.04
Y'�
Miami Vada Product Coritrol
10
02/01/21
STAI'a OF
A, LYM4
IN
7
2-TRACK Or COWER —7—
'OV ANCHUR LOCATIONS
P-IISE Yfl'MECr 15 SPBUIFEW
m
4-TRACK W COME R
TC ANCHOR LOCATIONIS
WSE -�"ERE ICT IS SKCWiM
4*.df--&V
imb 5
P4Yxk 7
2-'rR&CK W CORNER
RI
4C6l 4KNOR LOCArOW 15
RSE WHERE -05- IS SP=FIM�
H
2-TRACK QCCORNER R OR
2-TRACK W- CORNER FXTRRIOR
'C4'ANCN4OR LOCATIOM
(USE WHERE -C-T IS SF-B-FIM)
CO'ANCHORLOCKnOW
IrT"
11
4-TRACK W
'w MONOR LCORNERms +TAACK W CORNER _EWMIJOR
�rwlo
(USE VIKERE -05- IS SPECnED) 'C4ANC4,lOR LOCA710M 45
NOTES.
1) ALL DRAENSIONS SHOWN ARE 8ASED ON NUNUM ALLOVC-D,
2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
SIMMAR FOR OUTSIDE (SHOVAJ) AND INSIDE CORNER COWIGURA-11ONS
3) TRACK -TO -TRACK
DISTANCE iS, 2,375' 2 t2-3115-
FORALLMEAMANDStLLS:
a
471
3-TRACK 9V COMM
'CV ANCHOR LOCATIONS
PSE wmenRE X-Byr IS SPCW-opl 0)
"Firs"llm
I
IoLymy
�44
sTATE OF
4-TRACK 5V CORNM
`Cr ANCHOR LOCATIONS
L ,
1111
PREV*lERE-05-I88PEQFIM)
ilSjR
A, LYMNI LGRP.E.
VWL SLIDING C4-ASS DOOR KOA CNI)
—AEf
ANCHOR LOCATIONS D
� S C
��&'JROSOWSKj
C) NO CHANGES THIS SHEET, 901127121
Rol,
I
3TRACK I W Efl:
'CA"ANr,HOR LOGATCNS
FUSE Tr IS SPECIFIED)
EXTERIOR
-TRACK 135'CORNER
'C-r ANC"OR LOCAMNS
(USE tJAiERE -= IS SPECIFIED)
4-TRAOK l35'O0RfMfq
'CA"ANC-HOR LOCATOOM
NSE V*iERE TV IS 9,PECIRFO)
FKAARO -ERT-W gOTAE F0110WING IW COMER
a TAD AWMR LNtmi
5
P-hock
2-:tRACK IW CORNER
(Lr.E WHERE w G SK-CF�
I/
3-TRAr-X 135'CORNER
'0r ANCHIOR LOCA7�QNF4
OAE WHERE TV 15 ZQFZOI
RXA 9 EXTERIOR
2-Ti' ACK13.7coRWA 15 2-TRACK"VOOMER Cjl
,C4'AW-40R LOGA7�0N$ lGWANCKnL0GATM6
#ZE W-ERE -c3. s SPECIFIED) tuse w4sj� -,:v is specip'ED)
4,
EXTERIOR
-- — 37Z
3rpA= 1w CORWR
'CVANCHORLOCAUM
�Lw V*eRz 'CTS'SPFCIFMD�
4-
A7,
exTEea
4-TRACK 13W COPMER
'C&'ANCHCR Lr"TIOW
IME va4em C!r �s -VMFIM 'CC ANCHOR Q�Y-AROWS
USE V+o�r -cr is SpEapliml
NOTE&
1) ALL EMMENSIONS SHOM ARE WED ON MINI MUMALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
SIMILAR FOR OUTSIDE (SHagYN AND INSIDE CORNER CONFIGURATIONS.
S) TRACK -TO -TRACK
DISTANCE IS 2.37T 2 3 r
FOR ALL HEADS AND SILLS,
3.22�
3-'TRArKllVC0r,ftFR
ANCHM LOCATMS
iLw mmpm 'CT m sRrwiso)
114,11rdw.1
mF�e(8vki
7
m
PRODUCT REVISED
— co.pf>inq -Ith th. Fl.dd.
8 HdI.q C.d.
21-0205.04
E.pk.ti— cat. 21�1=26
VINYL SLIDING GLASS DOOR NOA (M)
i VINYL
LOCATIONS E J ROSOWSKI
C) NO CHANGES THIS SHEET- A. ))11=21
—R,
N, YENICE, FL 34275
(941HS(I-16W 11 W SCO 5 of WS
-0-547011 wS 15OF21 It, Ma,5470,0 JAIC
SPLICE
tOCATMN 4'
SPLjClE-
3 22'
31Z
zTN'CK SpVCf,
2-TP" SPLICE
"W ANCHOR LCIA171W
'C'5'ANC4JOR LOCATICla
(USE W14ERE lw Is SpEarwzx
PSE VMERE lcr is sn-aFIEV?
roupEepum 7071mlcuo�wwspww
Hsadffii t I
Jwnb 5
h P 0* 7 m
rxTRF"
K % 7 3-TRACK SPLICE
- 'WANCHOR LO(Wf"
(USE V&Eps -Cris wntvmo)
I
4-rRACK SPLICE
_0, ANCHOR LOCATIONS
4LME spsciplFC)
9, 711"
—
4-
2-TRACK SPLICE
�C, ANCHM LOCATICWS
QAE V*ME -cx is SPECIFIED)
LOCAMN 4
EX7ERI0i
I 3W
SP LJOE.
1W AAKi"CR LOCATIM
JUSE YMERE -CT I$ SPECFWI�
'Plu"Al
""f
sxr�Ra_qR
3 22"
4-TRACK SpLim
LQW"S
(USE WHERE --7 is wecimar,
NOTES�
1) ALL DIMENSIONS SHOWN ARE BASED ON MI ALLOWED,
FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9-
3) TRACK-MTRACK
DISTANCE 18 2,3�75�
FOR ALL HEADS AND SILLS,
W ANCHOR ICrATIONS
MAE V*o� GIs spscvl�D"
SPLZ LOCA'MOW
A lk
4'
3-TRACK SPLICE
ANCHORLOCATi0iS
VINYL SLIDING CLASS DOOR KOA (Ni 41, 1 owvi"
ANCHOR LOCATIONS F J&' J ROSOWSKI
Q NO CHANGES TH115 $MEET, J101/27121
1070TECHNOLOGY DR
N. VENCE, FL 34275
I 'SG [� -547111 W, j D-5470r � WS 16OF21 1-1 MD-5470-0 C
PANEL
TYPES
INTERMOR
OMRMG�
LR
N
CT
PANEUS RIGHT STILE TYPE
LOCK"M ASTRWAL
WWOMF Rox IN
ASTMGAL
PECEWOR
OUTSM 135
AS ASTRAaft
fw(;EN'ER RECEM
mfm 13r
ASTRA4hL
=7M:*
K L i L
TC
TA
7V
TW
A C C
SC
SA
SV
SW
fmam i m=§4
S S
FC
FD
FV
FW
*=CUT)
owam
LEFT R101-17
FANEL JZX7 1�lt
LE STILE
PANEL TYPE "P SHOWN
aA �Lmo'm�sl
1) SEE MANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PMa SIZES e, J)ESM PRESSURE
2) PANEL TYPES NOT SHOM ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE
NOTAVAILASLE,
$I MAXIMUM NOMK4L PANEL VADTH FOR ALL PANEL CONFIGURATIONS IS W'-
4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR WEMOR SLAZED, EIOTH
TYPES QUALFIED BY THIS APPROVAL- SEE DETAILS SHEET 10.
SCREEN PANEL TYPES
cWlt-RUOCK
NITS 14 17 OF 21
540 061
12's 550,
Ict
oli Sol
F C
2
r �looj '1A 0 31
2 1RACK HEADIJAMB (DFRSCREW (DANCHORIPLATE Q) TRACK INSERT "TER"'
�i�, 4 TRACK COVER O-xl EXTENDED POCKET
10o -
1.813
3 TRACK HEAW"B 3 TRACK SILL
' 81
:7-
p6-A "L--,
4 TRACK H !J 2 TRACK $iLL
1,000
-252
002
.231
613
060 ---1 2,OW
F1.
1-435 T—
062
BOTTOM RAIL
SLIPPORT
OUTER SILL
COVER
SILL TRACK
COVER
P-HOOK ADAPTOR
762
ITS 6
'IT,
100
(R P4-im
'001 229 .094 125
29
w 20m I-
3-c'
2,607 7-4 A06
10 DC,2
F
@EXTENDED REINFORCEMENT REINFORCEMENT oREINFORCEMENT
KEEPER @ BAR COVER am @ FIXED PAWL CLIP PLATE
1483
-125
ow-x
1201 2.7
400 075 - 4279
2 gn ZZ 758 Z768 a12 10 f 2 4 �,M 100
110 10
2.291 -100 1475
-182 120 L--
TOP, BOTTOM TOP, BOTTOM KrERLOCK Mo gR4TERLOCK,400 OASTRAGAL OEXTENDED POCKET oINTERLOCK
AND STILE ANDISTILE REINFORCEMEW. REINFORCEMIENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER @ASTPAGALAM-0.
AND BOTTOM RAIL
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY
REINFORCEMENT
NOTES
1472
219 1) SEE SHEET A FOR
3 �113
'090 SILL RISERS.
q �345
24C
w 5w 3.247
2) SEE WEET - 20
070 WS IS FUR SCREEN PARTS.
�P229
3w - tlTo
ol35* CORNER @1W CORNER 01W CORNER 09W CORNER ig SAL
@9VC0RN0i 3) ALL DIVENSIONS
A$TRAGAL PASSWE MOUNT ASTRAGAL CAP, ASTRAGALCAP . ASTRAGAL ASTRAGAL CAP. ASTRAGAL CAP, IN MHES,
EXTERJOR INTERIOR EXTERIOR INTMIOR
210 ---_J_[nL 252--1
12111 -61
_I r_lza
01- 'r 01�1)18-1
BEVELED BEAD - OGEE BFAD
0) NO CHANGES THIS SHEET
iG 547 1 NI�TSIB OF �21 -11 �W,447�00
wremop, jAms covER
L NVp',
SME OF
70NAIL
111mill"
tym MUER
~TM 1)INSTALL
" 4) CUP ANCH 001
"3, CUP INTO
_TYPE AS USED PANEL
iIa "STALLAT STILE
;TA A EET 1
3) 941X
a S'S
s.! — nru.e. CU,
INTO F FRAME B vI crc OL� I _rr JAMB TO HEAD
--
&SUBSTRATE, ATTACHMENTUSIASSEMBLY
NSTALLA
USING I OBLOCK AT �itdCK� —
EACH �
ANCHORS, SEE Al ASTRAGAL, INSTALL
TABLE1 ONE BLOCK THAT
SPA BOTH PANELS ;(3)S X
41
I IXED PANEL CLIP \ �
-
INSTALL ONECLIP AT7HE
WDSPANOF EACH I / ) it4
PANEL -TO -FRAME JAMB LOCATION.
i
JAMB TO —
SILL
^ ASSEMBLY'
EINFO CEMENT PLATE
ATfAGN VA r'I ;#8 X 9-1t4"
1,
RLOCK
CLIPCOVER
INTERLOCK
P.EINF. PLATE
BOTTOIA RAIL r014 X
SUPPORT � 2-112 5
THROUGH SUPPORT
INTO PANEL /V
00 X
INTERLOCK SILL RETAINER 1.152'SMS
CUPATTACHMENT
INSTALL ONE ASSEMBLY AT EACH INTERLOCK
Jy ., !
— — —' KEEPER TO JAMB
ATTACHMENT
J
PRODUCT REVISED
e®t�yt ass54tr Ehe �&pE9�a
u
� Wadmu V.d
? oao m 214205.04
f 9 expWaftBY
J##
y PiUanvLi3,ntla ft d..;t l
-
�- INTERIOR
�.
Ix-iEIZIOR
.
1 ) DETAILS APPLY TO 2, 3 A 4 ICJ TION5,
S'SilI ld4,td
rdd
2} SHEETS 1 "6 FOR A14CHOR LOCATION & SPADING.
� LYt�f
3) �E TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS.
1 ,,�C' ...°.. _
4 .
i
4) CONTINUOUS PLATE, ITEM IS RED AT ALL FRAME ANCHOR L{�i TILII�S.
= !`
q
PANEL
C9OOR )
� 1 Ali} aF1a
PIa_ 56735
BLYt.
INST l
J R IAS
®F1070
EL E
FFIANYLSLIDINGGLASS
S IS SHEET.
08 iz#
,STATE
F NERS
TECHNOLOGY OR
N. VENICE, FL 34275�6
@I�$
j-$
HORIZON717AL SECTION
7577m 11 —p
1 , o I
lls'op 114
VEPTICAL SECTION
EkUo?-E
Z75 M�— Z75
L
1,003 1.874
.062 LTm
(S�= SCREEN �RBOOXSCREEN @8OX SCREEN
RAL STTOM W& SIDE RAIL
160 --1 1373
IS
d--,872
sea BOX SCREEN
SrAIEEN ECEEN 0- 0xO
WTERLWK SW-014 ASTRAGAL
BUG FLAP ADAPTER
1308 --11,487
1-487 'A.
I;Zll— 1 L_Oeo
ISBOX SCMN &BOX, SCRF� 8PX SCREEN HEAD
ASTRAGAL SILL ADD -ON AND JANISADD-ON
ADAPTER
HORI2ONT¢i SECTION AWLE
1 3 6
inRIZONTAL SECTION ALE
12402-1-1
1.776 1.778 .935
A
tEEN
SIDEPWI., (RAS
LATCH ADAPTER
435
.Tas 782
L
CSCREEm vwn SFRAMESILL
-)ASTRAGAL SCREEN
ADAPTER ADD -ON
PRODUCT RIMSED
==9 -fth t$- F1®
noA-m� 21-0205.04
VERTICALSECTiON
EXAMPLE
ll1%Jil-l1j' If
-y
NOTE& . .. .......
ff��L-DMENSIONS IN INCHES.
A VINYL SLIDING GLASS DOOR NOA (NI)
z W 58705
smF-EN DerAiLs 'k i Rosokvsm
=-a';
02/01/21
Q NO CHANGES 174S SHEET 01*7121
STATSOF
1070 TECHNOLOGY OR
N, VENICE, FL 34275
5GO-5470 K-B'-MWU76-0 Ut Ci
�kL R.PE