HomeMy WebLinkAbout22-493504 26 21 0040 00000 0040
Name: CAROL SMITH
Address: 6520 Brentwood Dr
ZEPHYRHILLS, FL 33542
Phone: (352) 206-6452
Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Building Valuation: $16,000.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $16,003.00
Total Fees: $120.00
Amount Paid: $120.00
Date Paid: 10/18/2022 10:06:49AM
Issue Date: 10/18/2022
6520 Brentwood Drive
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.
!I MICRO! KII 1 !111! 11 11 ��� 1 11 1 1 - 1111 111 111 .
TMMTT—MMTTN��
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 PEJAIT OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
ilia=
rMT.-TIT; 0 0 k i
813 780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 813 Phone Contact for Permitting 1( 908 0131
t a a I a a I a 11 ISII a a I I a I I I
Smith 6_
Owner's Name Owner Phone Number 1 7352=-206-6452 7 n
Owner's Address 6520 Brentwood Drive ZephyrhiEis, FL 3354� Owner Phone Number
Fee Simple Titleholder Name N/A Owner Phone Number
Fee Simple Titleholder Addref`" I
4 Lc
Brentwood Drive Zephyrhills, FL 33542 1- south
I
JOB ADDRESS 5wo LOT# 137.50-Ei-thereof
SUBDIVISION Brentwood PARCEL IDS 04-26-21-0040-00000-0040
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR F_j ADIXALT
SIGN DEMOLISH
E]
INSTALL REPAIR
PROPOSED USE
SFR COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK E] FRAME
0
STEEL
Replace same size non-impact:� 8 windows and I
sliding glass door
DESCRIPTION OF WORK
NOA:20-0401 .04, 20-0406.03, 20-0401.15,
20-0406.0Z 20-0205.04
BUILDING SIZE So FOOTAGE HEIGHT
=BUILDING S 16,000.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL F1 AMP SERVICE PROGRESS ENERGY W.R.E.C.
L
=PLUMBING Is
=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS L== FLOOD ZONE AREA =YES NO
BUILDER Weather Tite Windows
N "11I � SIGNATURE REGISTEREI 11REN Y I N
Address 2119 Wolurnbus Dr Tampa, FL 33607 License CGC1515541
ELECTRICIAN N/A COMPANY
SIGNATURE REGISTEREE LI/ N-1 _J 1IRRIN
Address License
PLUMBER N/A COMPANY
SIGNATURE REt31STEREC L_y LIN _J FEE CURREN L_y N__J
Address License 4
MECHANICAL N/A COMPANY
SIGNATURE RFGMI_FRE[
Address License #
OTHER COMPANY
SIGNATURE REGISTEREE YIN _J FEE CURREr [_Y1' N__J
Address License#
41 a t a a I I I I I a a a a 9 1 a I I I a I I I a I I a I I I I a a a III a I I I I I a I a a a I I I I I I a I a f 1 9 1 1 1 1 1 a a 4
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms, R-O-W Permit for new construction,
Minimum ton (10) working days after submittal date. Required onsite. Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster; 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 wfSilt 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)
Rerools if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/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
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 contractors) 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 I mpact 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 aanended), 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 "owne , 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'SIOWNER'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 wark 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, Water/Wastewater Treatment,
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.
1 understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V' 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.
FLORIDA JURAT (F S 117 +
OWNERORAGENT o� CONTRACTOR _
cnb and swom t irme ) bef re me this S cri ed and sworn to `or a it fore thi
a� ��,y �,��(rtS 2
Who is/are personal) own to me or has/have produced o i are personally known to me or has/have produced
as identification. as identification
ry Public
Commission No.
Name of Notary typed, printed or stamped
Notary Public
Commission No.
Nikki Alvarez-Sowles, Esq, , Pasco County Clerk & Comptroller
Permit Number
Parcel ID Number
NOTICE OF COMMENCEMENT
State of FI 'd
OM
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 COMMENCEMENT.
I.Description of property (legal description):
a) Street ljob) Address�
woo
Replace Size for SizeWlndows 'j-
2.General descripflon of improvements:
3,Owner Information or Lessee information if the Lessee contracted for the improvement;
b) Name and address of fee simple titleholder (If dIfferent than Owner listed above)
c)Interest In property:
4.Contractor Information
a) Name and address: Weather Tite Windows 2119 W, Columbus Dr. Tampa, FL 33607
b) Telephone No,: Fax No.: (optional) 813-908-0134
S,Surety (if applicable, a copy of the payment b
a)Name and address: m»A________________________________
b) Telephone No.:
* Amount uyBond:
6,Lender
for
(Name
A'�T* 2119 W. Coltinibus Drive - Talinpa, Florida 33 607
1 (941) 870-0619 - (813) 908-0131
WUTHER Iteo (727) 280-6029 - (800) 640-3161 PURCTIASEAGREEMEW
T]b 0 [—n� CGCr1?1 1515541
THIS CONTRACTmade ffiis,-2— Day _2,'I— . by all d between Wood terTi te, (bore iria Aer rofonvd to as "Sober"')
and Name: �
City y
St1te:'-,r—L Zip: Dnail:
Primary Phone. Zp_(e Secondary Phone: (hereinafter re6red tons "Bayer")
Seller agrees to sell, andbuycr agrees to buy, all those-l-naleriMs and labor necessary to install the sameas set lcrth in the following Specific
ations and in
accordance with the Terris and Conditions below and with approximate rineasurerrients find specifications listed on ExffibitAandfor Exhibit B.
c> atJ r4nr
Installation does not include painting andlor staining. This Yvirp rlielffoi�ts all trade-ins, specials, and discounts.
TOTAL CASH PRICE $ —JEz&�C—> DOWN PAYMENT AMOUNT$ --Y-Lq—'Q0 --- UNPAID BALANCE S --Ll+!Q—D
AMOUNT' FINANCED* $ * Sul jecl 14) civdit aj)p-oval and avisling Paerev rates wish approidIng instifti(iom
IF CREDIT, NO, OF MONTHS — CREDIT CARD #
CREDIT CARD T)TE
EXIT. DATE Bit -LING ZIP CV2
L Anybolder ofthis consumer credit contract is subject to all chums and derenses which the debtor could assert against the seller m7goods or services obtained pursuant herein orwith the proceeds hereof.
Recovery hertunder by the debtor shall not exceed amounts paid by the debtor hereunder, Venue oftrayinviv. discrepancies in be detcrolined by WeatherTite Windows only,
2, Bayer agrees to accept delivery of materials after notice film Seller oftlic installation date, After'S days,past tire data or installation iflitlycr refuses to accept delivery, a aborgo of`15% per week shell be
added aarecinent is for the benefit of, and shall, be binding upon, the pass storage fee. However, Seller shall not be liable for any delays caused by war, riol; snfl<6; acts ot'God, foclory defocts, orother cause-, beyond its control,
3. This I g parties and lorir n:spccuiva heir, successorsand assigns.
4. Buyer authurizcs Seller to make mquirirs of others concerning credit information, including, bill not limited to prneuring.convumerreports from consumer r4ortingagcodus,
5, Any install that requires service or services during the time ofiostaltatirin that does ruli,affect the structural inleghly ol'products is, and will be, considered it complete Install and horre6wrier agrees to
pay in fall at time of irstall All services will be TopOrted to office, scheduled and completed, with inlyor understanding that all parlatue custom and time is needed for ntanufaaturiog.tdamaowner may
withhold an amount equal to estimated cost of r itrection from final payrocal (.,lily, Pavrneras received shot) be applied first to interest an all Outstanding invoices and (ties to Ole principal amount of the
outstanding invoicc(.i). Customer agrees -to -pay interest of 1 1/2 % per month (ANNUAL PFACENTAG13 KNIFE Of' 181A), unless -otherwise required by low, on the balance of any unpaid amount,,. If
Combiner does not make payment, Contractor shall be crititical to recover firorn C.tistomer all costs orcoll"tion incurred by Contractor, including attoreary's fees, villsts, anti expenses. callmrall matters
only be processed through litigation at arbitration at the sale discretion orcoluractorlThv' Failure orcustomer to make Proper payfroall. to Contractor When due shall entitle Contractor, at its discretion, to
so spend.all work, shipments and/or warranties until full payment is made or terminate this convict.
6, All Deed Restricicd Communities, condos and homeowners MI;nchllhln ritembius must assist in approval of products, Any re.4trived approvals are theemic responsibility ofthe homcoNvncr%
7, Buyer is solely responsible for mowing furniture, removing and replacing blinds and any alarm systems near or attached to ,lily opcning that %vi)rk is being performed, WeiLlicrTua Windows will no( be
financially responsible for damage orsuch items, furniture, and/or floois or any ofilur-damagc incurred ky Buyer, Buyers home or property whatsoever.
3. Both parties agree that any dispute arising froin thus agreement shall be kept private and confidenfied and not filed or recorded in any public rec-co-6, 'flic Buyer agrees to Itteop this transaction and any
issue arising train this transricirem private, and not to discuss, publish or disseminate ally information without priorwriaca consent ofiNtuilloor Tile 1', mdov%,5. A distome arising from this contract stunt be
heardbyan arbitrator igrucd in by both parties and paid for solely by the Buyer.
9, Should Contractor employ an tutterney to institute litigation or arhitratran to Vol'orce any ofthar provisions hereof, to protect its interest in any manerzriOlg out ofor related to this Algrceracru, Contractor
shalt be civatted to recover from the Cusbaincrall of its aunimey's Iva, and cwts;Qspenses incurred fficouri, including littorlivy's fees, and uosts/cxpenscs inctured it mediation, administrative, appellate
or hankrupicy proceedings.
10,'rlic sole exectntion to binding arbitration shall he for in which case WeatherTitc ,it its sale discretion may request arbitration or Any Other rears allowed by law.
I I . Any and all bounced checks will be charged a bounced check fee of S30 or the maximum amount Mlowcd by law, should a contract have to go to collections buyer Strait Pay two limes the, collection fee
incurred and any legal Or Other fees incurred by we.adicr,rite,
I Tite is not responsible for rebates,tax credits andfor any Other 3Td party
MS)rould Malher'rilo Windows not larelve fall payment 9l'the above controller amount for any Tclisoll, includir',g agreed upon reductions in dia.contract amount, your waarzony from Winshcr Tite Windows
shall be null and rout, your only warranty shall be the tainimurn I yearriwrequired by law where applicable,
14,C10inniclor disclaims all liability for all claims under this Cinurad andfor warrarily, disputes, rights, losses, dainagas, causes oraction or controversies{"Claims") parwining to Mold, growth of nioU
mildo%y, fiengi, bacteria, or any organism on city surface ofthe wsndoa, door, or atnicturt (w4zher On the rxposcd or unexposed surficus), including Claims arising out ofor relating 10 the detection;
removal, disposal, Or rumccliation of any of the abovc, whether flulso Claims arise in hiNv, equity, contract, wrinanly, tort, or federal or state statutory 0aimt, and whether those Claims tire based on thu
acts Or Ornissions Orcloor-delor Or individuals or entities under comravtor'ti control, Tire Customer is solely liable told r6polliibic far all darna, 'es, w1uther actual or consequential, caused by any ofthe
above and incurred by Customer, Contractor or third parties.
I S.Contrictur shall not b,, responsible for additional costs required due to the exlstenee ol'utifilies, wia insulation, deteriorated struclum or other subsurface or talent crordilions that we not disclosed in
writing to Contractor. Should concealed or unknown conditrorni in an existing structure be at valiance with conditions indicated in the description of the work to be perrorawd from those ordinarily
coccouilered and genemily recognized as inherent ill work oftlic.clounicler pravidad for in this Agreement, duo Agreement prics shall be equitably adjusted upon notice therceir train the Contractor to the
Costumer-
ortheriskstIc, licit, lollic follestexientperinittod by law, to the dollar amount ot'the
Agrecrocin for any and all injuries, damages, claims, expenses or claim expenses including attonleys* fees, casts and expcasaa arisinrt tint of or relating 10 this Agreement regardless elfwlinalier it isbased
in womanly, tort, contract, strict liability, rargligence,crtors. omissions, Or from any othorenuse arouses,
0-11 — 10'r-01 --l— 11'' A"--- IV.. ."A-. ,. 1--- ---- —.1 1- 1. .— II .. 1 11 1 . I
/
HeUo]acNe, /
Please see attached Ipackage for window/door permit inyour jurisdiction. | know you all are doing wa|Nnsbut |don't
want to get behind a builder with multiple submittals so Im providing this for you to get ready and III come at a slow
time. (9
/^
Abrams
Oa'ck*o�
Permit Coordinator
813-908-0131
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FL Product Approval Q �14r:-04, (21kb _U+W. 03, (rig G lc�ss Dock
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Size for Size Replacement: Vw0
15
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3 5XL ",< L I / � 3,/g
Size 5-1 x 71? /e
TRACK----Z-
PANEL ---i-
POCKET
CONFIG_--�-E/
SCREEN
P HANDLES
S HANDLES_
RISERS A
NOTES-
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MJAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, FL 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION '1' (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) iNii�w.tniamidddga2j/c�000rta�
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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
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,
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# 17-0630.01 and consists of this page I and evidence pages E-I and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-0406.03
_-�
" , z Expiration Date: May 26, 2026
08/20/2020 Approval Date: August 20, 2020
Page 1
PGJ Industries Inil
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (,Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
through 25 of 25, dated 08/29/11, with. revision C dated 06/19/17, 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 FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A- I thru E- 1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'
Edition (2014) and with FBC 61 Edition (2017), , prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5"I Edition (2014) and FBC-6` Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/2 1.
Siang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20,2020
E - I
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
through 25 of 25, dated 08/129/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALC'ULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
Edition (2017) and with FBC 7 1h Edition (2020), prepared by manufacturer, dated
04/01/2020, signed and sealed by Anthony Lynn Miller, P.E.
D. QU-ALITY ASSURANCE
1. Mianii-Dade Department of Regulatory and Econonlic Resources (RER),
E. MATERIAL CERTIFICATIONS
1. None,
F. STATEMENTS
1. Statement letter of conformance to FBC-611 Edition (2017) and FBC-71" Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M. I., approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0406.03
Expiration Date: May 26, 2026
Approval Date: August 20, 2020
IM
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE L
MULTIPLE "OTH FOR VERTICAL MULL
MULLIONS SEEDETAILS
A-D,G,H,
SHEETS 2-4
SEE DETAILS
A THRU 1' 3; S
HEBTS 24
VERT
MULL
LENGTH
I
�HORVONTA._
MULL
LENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TOANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD SUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND AGE TO BE DESIGNED BY OTHERS,
ARCHE5 TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDEHAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP
SHAPE
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/1 W, THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
SE UETAILSi ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
A THRIJ G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION RAI ION PRODUCTS SHALL APPLY,
NINr-
HEIGHT
FOR
HORIZONTAL
SEE DETAIL MkJ_L
SHEET3
F NESIRATI(ON
PRODUCTSMAY
BE OF ANY f YPE
MUST BE
MUST
BY rGL
SEE D1.1.
A D,G, H;
SHEETS 21
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S)
7) ANCHOR EMBEDMENTTOSASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS,
8) REFERENCE- TEST REPORTS: FTL-6443; ELOO ULTRACON, DEWALT/ELCO AGGRE-GATOR, DEWALT ULTRACON- NOA'S_
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON-PAPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGTJ
FENESTRATION PRODUCTS.
TO', MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ,
, 1) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIESVOTH THE REQUIREMENTS OF THIS NOA,
MULL OPENINGIMOTH f HOME, MULL ENGTH
LENG TH
OPENING
HEIGHT
OPENING MULLFOR
VERT
HEIGHT LE MULL
iiii LENGTH
111 LEN
11 L11"If
NING
SINGLE MULLION SINGLE MULLION FOOR'VEFIRTICAWDTH
L MULL
OPENING VB[ TH FOR VER! CALMULI
SEE CORRESPONDING DETAILS
FROM FIGURE I A8OVF
CODES If STANDARDS USED:
F21020 FLORIDA BUILDING CODE (FaCL 7rH EDITION
2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
.,ALUMINUM DESIGN MANUAL ADM-2015
* ALSI S100-I6
-RISC 360-16
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE RFQUIREM BSIFIf FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH,
3) REFER TO SHEE F 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR- OR -PRIANGULAR/TRAPEZOIDAL'.
GENERAL NOTES-__
INSTRUCTIONS
ELEVATIONS .... .... .... ... . ..
I
MULL TO 2X WOOD,
2
MULL TO IX & MASONRY
2
INSTALLATION NOTES. ... .......
2
MULL TO MASONRY ...... .. . .
3
MULL TO STEEL STUD
3
MULL TOMULL -... .......... .
3
ALTERNATATE CLIPS.... .........
4
BAY MULL INIUALIA-PCIN ___4
lX2X,125MULL SPECS. ..
5
I X 2 X.375 MULL SPECS_......_,
6
JX? 75 X375 MULL SPECS_,
_ 7
1 X 2,75 X 65 MULL SPECS,. ,
g
1 X 3125 X.50U MULL SPECS-_
9
1 X 4 X .! 25 MULL SPECS
10
I X 4 X.375 TUBE MULL - SPECS_
11
I X 4 X 375 'r MULL SPECS
11
1.25 X 8, 188 X,285 MULL SPECS,
12
1.25 X 125 X .100 MULL SPECS
1,25 X 3.25 X.624 MULL SPECS
III
1 25 X 3.94 X,624 MUIJ SPFCS
15
2 X 4 X 25 MULL SPECS_
16
2 X 6 X 25 MULL SPECS...,
17
1,26 X 2.11 X,125 MULL SPECS_
18
W'X 325 SAY MULL SPECS
19
45'X 3.25 BAY MULL SPECS
20
MULLION &CUP DIMENSIONS...
21-23
EXAMPLES I&2--
_24
LOADING EXAMPLES,
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSFFV) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLYL THE
MULLION CAPACITY d_BS/F`P) OBTAINED SHALL MEET OR EXCEED THE FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS. THIS VALUE
REPRESENTS THE VVINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL. MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LES) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION I MULTIPLE
ANCHOR/SUBSTRATEfANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE RECUT RED ANCHOR
CAPACITY IS MET,
MULTIPLE MULLIONS
7) IF THE MULLION CAPACITY {LBSIFi-`i OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT LBS/FP) FOR THE
OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBSIFTn OBTAINED FOR THE MULLION SYSTEM THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
PRODUCT REVISED
.. complying-ith the Florida
Building Code
NOA-No. 20-0406.03
Expiration bete 05/26/2026
By
Mhi;l ��Dd. fte�dt Cont-1
N.. 58705
A, OF
/0NAI_
'0"11101",
A. LYNN MILLER, P.E.
FL P.E_# 58705
DETAIL A
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
STANDARD OR
OFFSET
[INSLALLELI 8Y1
THIS METHODJ
4
EXTERIOR
TYP ANCHOR
PER 5U85TRAIE,
SEE TABLES
1 A-168
ANN
ATTACHNILW
BY OTHER-',
SEE NOIL 1,
SHEET I
FRONT VIEW
-MULLION
SEE SHEETS
-11
, 7 1-73 FOR HOLE
EDG 3E LOCAT IONS
DISTANCE
FORViDoo , a
SCRILVIS I
L_254Y'MAX FOR
ALL MULLIONS
DETAIL B,
MULLION ATTACHED TO 1 X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
r�>
EXTERIOR
EDGE
DISTANCE
FOR
MASONRY
+ THE OFF SETIS
ANCHORS
RECOMMENDED FOR
FIN -FRAMED
9VINDOINS, BUT y
ALSO BE USED FOR
LOTHER FRAME TYPES.
-Mut' [ON
f RU TRIP 7YF, ANCHOR
PER SUBSTRATE, pZ
ATTACHMENT SEE SEE TABLESIB-13B
j
BycluERS' [ I
SEE NOTE 1 ----- -- c"I
SHEET "6 Cl
C.4
z
% EDGE
C4tdCRETcORCMU E SEE SEE
TARLES EDGE DISTANCE IB-13B sg
FOR MASONRY
ANCHORS LLJ < 0
co C3
SIDE VIE z c)
0
EITHER THE
I=R.1,11 D Q)
z z
Y.- 1";B IArIE. TY
MrTHOO. , cn
7
:�j -4
_A'
TYP AIXHOR TYP ANCHOR
/--FER SUBSTRATE PER SUBSTRATE,
SEE FABLES 16-165 SEE TABLES 18-138
_FDGF.JFND PRODUCT REVISED
/I'-- DISTANCE SUCKSTRiP .... -pi ying YAth th. Florida
I SEE B.Hdi.g (E®
IAE� AND
ATTACHMENT OA-H.- 20 -0406.03
01HERS,
EMBEDMENT S=_e NOTe 1. Expiration Dow 05/2612026
By
M6140.d. Prod..t Control
MIN 23 KA CONCRETE OR CMU
SIDE VIEW FRONT V€EW
MATERIAL PROPERTIES.:
INSIALLANON NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS RASED PARTLY ON I HE ANCHOR
TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D,
EITHER THE STANDARD OR OFFSET CLIP MAY BE USED-
3) ANCHOR HEAD TYPE MAY BE RANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD DUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MLAMFDADE COUNTY, USE ONLY MLAMI-DADE COUNTY APPROVED ELCO ULTPACON, DE)WALT ULTRACON, OR DEWALT/ELCO 114" B.S.
AGGREGATOR MASONRY ANCHORS
" kk . )'I'I I , , ,
No,58705
7-
F
"/, /0AjAL
/jj' 11 00"
A. LYNN MILLER, P.E.
FL P-E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
PROVIDE 4 TRIP
CLEARANCE D
BULL MENT
CLIP THE
BY OTHERS,
SEE NOTE 1,
SHEET 1.
MULLON
I I
TH _HEJ 1 4 i /�PER SUBSTRATE.
I 17YP, ANC4OR rTHE OfFS"-T CLIP IS
"'4D C 1 SEE TABLES 18-138 OR
RECIYYMENDED
�18TA BA FIN -FRAMED i
_"SET 'L VANDOWS, SU I MAY
PAY _ I
.."T LLED BY _�4 EDGE DISTANCE [CA1 FOR
A
I FOR Aso RY TFER A.. TYPES
I
E I FOR
C A, ICH=ORS
xx
EXTERIOR
A
EDGE DISTANCE ��"'�
I .AS.Ny
ANCHORS --------
DETAIL E:
--I [- 125" PIN, MULLION TO MULLION
T_ INTERSECTION
(U-CLIP)
TOP VIEW
VARIES
INTERSECTION
U C R
FRONT VIEW
NOTES
1', MAY BE INSTALLED IN "TEE" OR "CROSS"
INTERSECTIONS_
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY-
3) SEE U-CLIP DRAWINGS, SHEETS 21-23
FOR CORRESPONDING MULLION,
#12 STEEL SCREINS.
SLLI-DRULUNG 0 PRE-DRILL
MULLION AND USE EMS
__1 Z_ MW LION
Lf;>
J'EXTERJOR
SE= SHEETS 21-23 FOR
HOLE LOCATIONS
G GF
GIB-; -
SEE TABLE
SIDE VIEW
In 4
4 DETAIL D PRODUCT REVISED
MULLION ATTACHED TO
1Y1 ANCHOR as com lying with the Fl.dd.
PER SUBSTRATE, STEEL STUD Md.
PER
E TYP ANCHOR SEE TABLES 18-138 Building
RSUSSTRATE- (STANDARD CLIP SHOWN) NOA-N.�20-0406_03
SEE TABLES I B. 13� ,,-STRJ.TURE E-pl-tio- Date 05/26/2026
BUCKSTRIP
AND TYR ANCHOR By
ATTACH ENT 11 SUBSTRATE, Miami -Dade Produt Cantrell
SYOTHERS' SEE TABLES I B-M
!BY I. SEE SHEETS pc
_E NOTE 1,0.
HE
EDGE i 21-23 FOR
-DISTANCE HOLE
SEE TART IS LOC-TIONS
CM
PAIN 2,7 KSI CONCRETE OR CMU WIN 2,7 KSI CONCRETE OR U IU-133 MULLION
FRONT VIEW SIDE VIEW
INSTALLATION NOTES.
1) ANCHOR EMBEDMENT 1-0 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.3,W Y/v/
" el FOP. STEEL. ITUDSTHINNER -A. SEE TABLES
86
A FRONT VIEW !6GAAND CGMPUANTMATH _ EFL BUILDING 1B_I3B
AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 2) QUANTITY OF ANCHORS CODE, A 2XANOOD BACKST USED, ER INC. 587LIE
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE ATTACHMENT BY OTHERS.
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE EXTERIOR USE WOOD ANCHOR SPECS
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED, SIDE VIEW
NOI ES:
F
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. t�' �"E,0)
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. ANCHOR VALUES MAY BE USED,
,S/O;v
Al-
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COLIN JY, USE ONLY MIAMFDADE COUNTY APPROVED 2) SEE CORRESPONDING MULLION TABLES, ; I I I
ELCO ULTRACON, DEWALT ULTRACON+ OR DEWALTIELCO V4" S.S. AGGREGATOR MASONRY ANCHORS, SHEETS 5-20, FOR QUANTITY OF SCREWS, A. LYNN MILLER, P.E.
FI_ PE-9 68705
DETAIL F DETAIL G: DETAIL H,
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
-CLIP) F (ANGLE CLIP) (ANGLE CLIP)
SEFOETAILSA-0,
- SHEETS 2A 3-RINSTA IBAY MULL
ON 3W OR 45�
TO SPECIFIC
SUBSSUBSTRATESul
MULLION
cf)
< I i,�, F-
LD
z Vi
0
'01
0
I LOP VIEW
1 1 Lj-_ � 7-
EXTERIOR
STANDARD MULLION CUP
'MODIFIED To FIT FIELD
CONDJ PON$
rif
SIDE VIEW
STICVM WTH T`X 4'X 126'
MULLION
TYR ANCHOR
PER SUBSTRATE,
SEE TABLES IB-148
ANCI IOP
PER SUBSTRATE,
SEE TA 1113 OR 1S8
EXTERIOR
X 5 ANGLE CLIP.
%-2 PER MULLION END, MUST BE
IRITAI-LEE"N"", Of SAY MULL.
Ifilml
T11�1111101
PRODUCT REVISED
PER SUBSTRATE, B. -p yl.g MrM th. Fl.dd.
SEE TABLES I8-138 lickng Cod.
NOA-mo. 20-0406.03
INTO MOD,
STE L
STANDARD CLIP TO BE EXTERIOR OR ML4 Epi-ti— o.t. 05/2612026
INTO WOOD, STEEL, EXTERIOR
CMU OR MASONRY MODIFIED BY+IELD, ALUM") By
Mi—i-D.d. P,.d..t Cat-1
EXTERIOR Rr
(D BERN
i INTO MOD, STEEL,
ALUM, CIAJ OR MASONRY
E SD
. . . . ... DISTANCE
PER
aCOR
EDGE
,,_qSTANqE - ILI ,
'No.
NOTES FOR INSTALLATION OPTION G & H: L N
NOTES FOR INSTALLATION OPTIONS F: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION,
No, 5a-,o5
2) DETAIL G SEE TABLES I B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X 2.11"X .125" MULLION.
LOCATIONS. _'O
TSEETABLES 16-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 156 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE iz
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, LOCATIONS.
N
'ONAL
A. LYNN MILLER, P.E.
FL P. E .# 58705
TABLE to
I
I Mullion Capacity Table (Ib-111:2)
i I Opening VTKM ffOr 1,erlicallY-sParnnq mulitom) a Opening Height (for horizortally-seamm rw1bixs)
50 in 60 in 70 in 8D 93 in I W in120 in
-
-qTnip�daq.
n�tjqju. T.pM.ng. onr apfndiuj� -tngw"I T,wflnln-nawl., nG. n U., T,.pTn.ng, T-
�
t-jnI T,PfR- R.
I x2x.125
Loading W.C,q L..dng Goading _ng n, Loading =�na L..di.g Lnxn
L-,fng Loading Goading L-d�g
Alum. Tube
2�
4-
Mullion
-0
g
&
T�-
fj
9
3
g
a! g �a
&
S
E
A
4 tr
<
42 in
Ille
4N 129.5
=32 932
408
1155
326 799
408 107,5
321 599
408 104,4
319 621
408
104-0
319 S69 408 104.0
3'19 46,6
408
104.0
319 39.9 408
104.0 319 35e 408
48 in
S12 -83,8
258 -6-24
312-
73A
252 515
112 6TO
248 46A
1399
312 63.2
246 41.6
312
613
244 375 312 aLQ
244 31.2.
312
61.0
244 P88 12
610 9.44 214 312 61,0 244
50.625m
63.9
281 70,5
234 512
281
615
228 45.6
281 55J
224
281 521
222 35.5
2al
501
Zzo 319 251 492
219 26.6
M
49.3
1 219 228 i 281
40.3 1 219 20.O 28f 493 219
641n
57e
247 57-5
20 43.9
247
49,3
202 37.6
247 ".8
199 329
247 41,5
196 29.2
247
39,4
1-94 263 247 384
193 219
247
38A
193 16.8 247
38.1 193 16A 747 38.1 193
60 in
38,4
1 200 412
1 170 1 32.0
1 200
35.4
166 27A
2001 315
163 2A0
200 28.9
160 21.3
200
271
159 19,2 200 75.1.3
157 jl 1&0
200
25a
155
63jn
33.1
1 181 M.3
155 27,6
W
303
152 233
181 26.9
149 203
181 245
m
-.,n
1142 14
�4.0
165
26A
IM 26
165 23.1
IM 18.0
ie' 21.0
13
72 in
22.2
139 23,
All
20 185
12*
19.9
118 "'a
139 17,5
116
76 in
13A
12- 1
109 15,7
125
16.8
10-1
78 in
17.5
8 1
04
TAR] F I R
ANCHOR CAPACITY
ADJUSTMENT FORMULA;
(DFj X
I ANCHOR CAP.
- I
kMULIJONCAP
-ANCHOR CAP.,j
US E THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TOANACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED To QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
SnILUt, 2,7k, Cn-te
3", Cnn-l-
3,51, C-
Pa- CPAU
rdled -Cmu
--'75vw;w-jMetal
-
Anch0,
0-
-�'i
IWE�,.
3,16, OVAn 1411
5l 0- 316E4cn
114 � f
le rnw.1
114-
114'-IS B-1 515'El.. 1'4'
942 St -I
912 St-1
Capacity
P�: uii--
un--
uln-- uft=
ut- ult-
uft--
Jt,-...
ult-
ult- A,,M.1
Oy 12,17
T
21V7'
2-112'
- 7
17'4' 1
L4
2-11Z
1"
v
--27-vi
21 2118, -2-
0,48,
OW
0.324*
Embed-nf o-) -31- I
I-W"
1-314'
1
I I 1-11
1-11,
1-114'
1 1W
1 1/,V
1 1,114" 21
113vr
1-we,
-
A-h- 4,7Y M. 0 C. Stndatd.,
Oft.1 Ctip (Fq 1x 390 ft 3W 1�
1
450 IM
8W ibs
310=1
63OU 2201b�
-1-3mr
870 ft
-T
16441b, =2861-
7401.
2W!
=201bs
580 Yx.
374 ins
Anon:, 0 IAT W., 0,1 l St..d.ld I,., 480 7W t�
et) �Chpf,,R,�,
NIA
WA
320 1b.
1260 ib� 370;b.
NIA
IVA WA 380 It.
WA
MA WA
NIA
740
WA
NIA
NIA
NIA NIA
682 U
885 �b.
1120 1�
'2�
� Aic� , �F g 3�
jj� C
4 An�Mrn 0_ 3' Min O� C� 1 I2� 2.5 A, jl� r�p� I �Fig, 3� 710 lbs 711-
- 11,
1-b,
-1�
11101- -011,
11413 IW
M61b. W 560 IM
WA M ft
460
740 lb�
lb�
748 J�t. 1692 Its
6a2 ft
�b.
1120 1�
2 A-i,n. g OAF Min 0,� J U-Cflpnt. 12_q- Munn F,q 4 VA NIA
X
N
WA
fQ�
NIA NIA
MA
NIA NIA WA
WA WA
NIA
NA-
N/A
WA
WA NIA
"'i
WA
NIA
715 1w
A-G., I F-Up E�
110t�
435 lbs
822 � 136 1s 140 In,
177 ft 370;m
115,'�
"
185 Ib.
i.
V�D!b�
290 Y�
ix,
7-161
170 lin,
I
2,80 lb�
2 A.�- @ 1,16'klm 06Tcw,�, 350 �b�
NIA
WA
160;�
630 0s 185A�
WA
WA 1414 1 9O -16.1-
ANA
T
370 1b.
NfA
i MA
NfA *A WIr
341 lbs
4A21ps
NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE I FIGURE Z
FIGURE 3
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
I ABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, _71 I-
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. T-
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 obo-'
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
"
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 1-,125
CONCRETE BLOCK UNITCMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF125"
THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT f'X2"X.126'MULLION
LEAST. 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
as --plying with the Florida
B.HaR.9 Cede
NOA-No. 20-0406.03
E.piorafi.n Date 05/26/2026
By
Mia-t-Dad. P-d..t Cont-I
LYI� I ?IV
I rA 401 -
A.'MIN IMIUi R, P.E.
FL P.E.# 58705
TABLE 2/k
Mullion Capaa!!Z Table (lbs(fe)
Opening Width (far veIlScaffy-spanntng mullitnns) or Opening Height (for horizor'lally-spaiving rndgons)
50 'n 60 in
Reot nlz7R,
70 in 80 in
ReCtvular TwTnng. Rectrgdz, T.vTnr9
90 in
Rv`w Pff—g-
Inn in 120 in 14 in 16D..
RectalPA., TnopT g 1—tang.l. RwTo.ng- TfWTR�takpOj Trapffg1a.ng
I x 2 x375
t—fing i Ig L..ing
Lo�ing Loading Loading L-dlng
L-drQ
L_Zg L-d g �-dng Lo�ng —dfIg_6ng I—dhg �0
Alum. Tube
&
Z
i 9
2
2
2 g 5:
45 F
5
E
Z5 2
2
6
I
4
j
4
A
&
< &
2-
1,
170.0
SW
1700 1 4-35 1513
662
170.0
478
129,7
662
17111.
170 0
5 IS
5M 1135
662
1595
518
1009 662
168,9
517
'8
1689
7
517 75,7
$17 849 662
56,7
48 In
121,6
5 01
136.0 419 '01A
507
119�2
410
86.9
507,
10&7
7.
403 76,0
507
rl
�GM26
399
67,6 1117
�g 6
297
FIM
507
99,0
SO 7
396 507
[4,
507
99,0
396 43A 597
99,0 395 38,0
507
99,0
396
625!n
10317
456
114,61 V9 86.4
456
999
7_1
371
74,1
4 5�5
1 905
3364 64,9
"4
456
946
360
67�6 �Gs
81 a
a57
61,8
466
M0
2
3� �3 2
1 456
50,0
356 370 4-16
80, D 356 32A
456
80.0
356
54 in
all
4M
93,3 1 336 71,2
40q
328
61.0
4M
72,7
322 534
4W
673
31, 8
475 400
640
315
42.7
40D
62,3
311 356
400
618
311 305 400
618 i 313 257
400
61,8
-,IS
Go in
623
3-24
276 51,9
3�4
575
770
445
324
512
264 389
324
45 9-
260
---
346 124
- ---
43,9
257
31 1
324
420-
255 26,0
324
�5
253 2Z2 324
40,5 1 253 195
324
40,5
253
63 In
66 in
63,8
468
294
261)
574 252
0�6 230 39,0
294
268
4
42A
225
4
33.4
260
436
3T5
241 336
1
221
2�
268
2-
398
34A
237
218
799 294
26,0 2Ea
371
21,6
214
215
26.9
23A
294
268
35 ?
29 8
M _374��
212 19,5
266
335
280
23C 192 294
210 16 268
33 '22t) 1 168
27,7 209 �14_1
2W
211
ASA
277
1 220
2.09
72 In-
-3-6-0
225
37,9 1% 300
22S
A8139
32.2
191
257
225
284
168
225
25,6
185
20,0 225
23.6
182
180
225
221
18r 150
225
203
177 -,29 225
196 IM 11,3
225
46
176
76 m
SO 6
202.
0 177 255
202
21,2
113
21.9
202
239
170
"o
202
202
2t5
167
170 202
1. 7
165
153
202
18A
163 12 8
202
1 �7
160 109 M
159 15� 9�6
2�
158
158
t.
-1
78 in
28 S
192
�32.
Sn
296 168 236
IRR
25A
165
20,7
W
220
162 171
I.
192
19 7
159
15,7 192
1.
I92
168
1 5F 8
1,92
152
1011 1�,
44.4 150 9
1M
142
#
160
90 in-
185
41
1913 128 15.4
144
161
126
96 h
152
127
156 113
TAPI P '?R
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) X ANCHOR CAP._,_
(MULLION CAP_-)
=ANCHORCAP,_
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. ff WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH, MAY BE
USED 10 QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
Rk_,dcm
- - vlvvow I
V_-tal
Anchoi,
alle EIC. IA'Eil.
311T o,-ivw
U In—
IM, D6W.1C
Un—
57I5"EI
US—
3115El,O 4, E'. 311&olvial I
Uq-un—
!/� D�Vint Ilr SS El�o
LAI.— AggnGu�
&16'Ek.jf4-
Un—
SS E;Co
Al
#10 Stet# Sh�f
#12 Steil
Obs)
Edg�ciw(q
r 2-lf,— V 2-liZ
?.-If2-
1" 1 2-112'
3-VT
I- I 2-lr,-,- 2-V2'
2-1112`
2-10'
2`
3-119,
---
7
0 49' 054,
0324'
PAIn 0 C, smnnnc
E
ome CIP ov ly
I-S14
450 IM
1,3�1
890 Its
I-X4'
SIC n,5
1_31W
630 bs
W4.
vo r.
1-2ve
fia
2,
1644-9-2""'IW
I_V� 14Pr 1-4.
17115 �Slllbl ?40 b5 MIM 370 CDs
t-IW
—
1,14,
—
—_ -_
- i— lbs�
*05
-
A nco- 0 1,16* N, O�C / St-cland Cip (Fig, 2):
NIA
NfA
320 IM
12W Ins
101.
-
N11A
-_ —
RIA
'fl NIA NIA
I " , 1.
tVA NIA
Nf�
nllk
bs IbS
__
11207b5
___
4 AnitK @3-thn CC, f(2)2loArigle Cups tFI9, 3)
1560 lb5
fix fb5
126G 9.
440 IM
1740 The
1896 it,5
5401M i 5Wb5 NIA 760 knS 450 lbs 1740 b5
Wft
1160 be —1,746 t5
sw It.
M2 IbS
L_
�M li.
1120i�
2 Amf� Q rAY Mn 0,C J U-OiR nn, 1� Al— (Fig 4},
,A
N1.
"A
WA
N�
IVA
NIA NIA N, NUA
1±
MA
—
NtA N/A
—
N
_
NIA
r4M
711 Its
I AXWrl F-CLP (Fig; 5i:
445 V.
I 55 lb�
315 lb�
110 t.
436 th,
822 ft
370t�
135 Itw. 40 M 65 F�
1.60
EZ tC6
29�M�IRFIbC
3E2 IW
A73Ib5
1701bs 221 ftm
fbs
OCfFCtp(Fq 61
NA
160 fb5
630 fbi
tb5 _4b5NIA
g,A I NfA 370 IDs
NIA
IVA F7lA
MA
1`41A
F 341 IM 41.2 M
5W7M
NOTE. FOR t FIE OFFSET CUP, USE THE SAME iNCHGR PATTERN AND Ai iCH6R VALUES AS THE STANDARD CLiP,
FIGURE 1: FIGURE 2 TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
so
ANGLE CLIP MUST BE USED tN PAIRS.
FtGURE4: FIGURE 5: FIGUREG:
0
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. FOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE i AND BE A MINIMUM OF. 125"
THICK. STEEL IEELSTUDS 10 BE MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST , 125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, IM S.S. OR 4103-S,
14
2.0 W'
375"
I" X 2" X .375" MULLION
PRODUCT REVISED
as
c—plykig with the FloridaBuilding Cede
N0A-No_ 20-0406.03
Expiration Date 05/26/2026
BY—
Miaral-D.d. P-duct Cont-1
N0 58705
G
s
4
OF
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 3A
Mullion Capacity Table (ibstitz)
Opening Width (for wirbce[l/-sparlririg nitillions) or Opening Height (for horimnitaliy-spainrig malions)
x
R-t-gW.,
R-�
Triiii,76-ii, g,4.r
L-dlj
R-W�gW.
L.-ii's
T.Wl'dg- j i
L-di Ll.ftg
7�
L..&ng
-T llwl-=.---� R-llw�
iiioMil-g, R-OiiiuW
W.4m L-6-g
--PiTri Iq
L.dg
R-tc,illg�
1-odI,g
L-dg
.376 Alum
T.
Tube
Multion
E u Tl-
22-
a, 'a �P� I k.-
ku
C=s_&
K
i B.
&
sg��
"T o lU
,g�__
� _
�
=ss
5
g 6
-1
-17-0.0 -4-3-57
<
----
-711-6
< <
A
<
4;111
170.0 62-0-
170 D
Z
Z
=
i7liT
H170101
178 ITO iij
Tia
I a
606 170T
992
IMO
519 1170A
170L
521 17TO
1 40
170,0
52 1415.7
4301
170.0 521 2=5 7�20117�tl
52l
1.51
1301
170.0
527
4siI,
170-01 708
170.0
524 170,0
SW
170,0
584 170,0
992
170.0
630 170e
1133
1700
�1 161
1139
170.0
677
ii, 5�s
-1139
f700
680 113.9
1139
17G.0 680 9T6 113S
1700
680
-i5 A
11,39
170.0
886
60.625 M
170.0} 747
170.0
"`3 170.0
8%
631 1678
1032
17TO
684 146A
1M2
1700
723 130,51
13
1700
1 747 1174
1032
170,0
756 979
10�
1700 755 83.9 1032
170,01
756
n.4
MS2
170,01
756
54 i.
170.0 1 -197
170.01
612 161.3-
8117
170.0
691 138.2
907
164.7
730 -T20 q
907
152.5
720 1107.51
907
145.0
71 M-8
907
14lA
71��
r735
-I zk 7M 69.1 907
1400
709
60.5
SO
1400
MA
60 in
1 1 735
Tt
151-6
" ST
- 1176
735
130 3
611 1008
735
116.0
599 98.2
735
1052652
590 7iF4
735
99.5
583 70,5
735
95,1
576 56,8
91,8 574 50.4 735
91,8
574
44.1
725
91,8
574
63 irl
121.9 sw
130.0
670 IGIAS
666
ill 5
567 87,0
666
90.9
W 16.2
666
90.1
538 67.7
665
83.9
531 869
666
79.8
526 50,8
666
75.8 521 43.6 66675.6
521
38.1
666
75.6
521
---
--TM.J,
11 in
607
112A
`322 583
607
9TI
511 751
1,57
WO
501 66.2
607
7TI
493 58,9
607
71,5
486 Tio
07
67,6
481 442
607
63.4 f476 379 60'
62.7
474
33.1
607
62.7
474
72 ir,
816 51C
85.8
443 61.0
510
73,0
4M 58.3
)510
64.3
426 51.0
510
57,9
419 45A
5t0
533
413 408
510
Sn 0
34
408 A
510
41.9 .2 N2 til 0
".4
399
2T5
t I.
44,3
399
76 ir,
SA 45B
12,5
400 57.8
458
61,7
392 49.6
458
54A
385 434
458
46.6
378 38T
468
�T
373 1 347
458
41,6
28.9
458
37.7 W� 24,8 45t�
M.0
3519
458
35.7
358
78 h
642 43-1
67,0
3 �15
4�5
---
56,8
S73 45.9
435
42.6
366 40.1
436
44.7
361), 36.7
435
40.9
355 321
4�5
3il. 1
351 26.8
-21M
4313
34.4 344 22.9 43-5
i
32,6
341
_213
201
435
3Z2
340
w ill
418 327
43.1
290 TX
327
327
31�8
280 26.1
327
26�3
275 23,2
327
25�7
1 20.9
n7
217
4
27
21.0 262 14.9 327
19.3
258
96 to
-1--
-34 287
-
il
25 287
287
29.9
267 24T
287
260
248 21,5
2(
231
244 19.1
287
20.9
240 17.2
287
19.3
237 14.4
287
1&9 232
108 in
-24.2- T- 2 27
247
20! 20,2
227
O.a
2(ij 173
227
ITO
51
227
16.0
195
Ill in
22,3 215
22,7
1 194 186
215
.1
121 15.3
215
166
188
120 in
17.6
15k Co -
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP.") ;( ANCHOR CAP
MULLION
USE THIS FORMULA 10 OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
ROM THE TABLE) OF THE
SELECTED MU1 I ION, IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
Anchor
Aml-Type:
capacity
TIT Fill
UR.-
114'El-
Ul-
-1,2'
TIT il,
!w 1
114 DeWl
1/4" DeW,ll
U nI
uft-
�16- B-
jr-
�16' Fl-
U H.-
IM' El�.
uit-
3116' olwft
ult-11.
114- D.w Tf-
uit--
Agglo2i-
-11,
ulir-ii
S8 Ell,
"0
S,
1
C 5)
12,
S.- (GT�
1 2 A-Illm g 4,� Mir_ O.0 I Stwdad r Oft Clip (rtg 1)
2-W2'
1�4-
390 f� I=fbs
2
I-
listaw P-
alo jtil
12'
6w ffi¢
v,
1-3W
'i� Z
1170 lbs
1644 lbs
-114--
�27Gfb6
A.41-4.
'12'
1 114" 1 1W
370 r�
1 V4'
320 flis
2-117
-W�14W
580 r.
1 2-
374 b1l
1 3�1
1-114-
664 lb,
2'
2'
946 r.
Te.
_TT
.6-
4 A.�rs Q 1 15" mm O.C. I st-d- Fi, OfF. Clip {Fig 2)
4111 jbs 70C lb�
WA
320 b.
12� fb�
370 ib�
�A
`V�
�M lb.
14A
W
MA 7� lbl
NIA
IWA
MIA
WA
rUA
1120 ft
4 Arill,lIrl g T M., 2 C 112) 215 lil� alp� I (Ro 3)
780 � ,
'80 1.
�Oi� 1,560 fl�
0 ii�s
125�44!1!bs
17� bs-
_WA .....
-
166
FAC lbs
560 lbs
14A
T60 ll�
4911, M 1�
lb.
ITCO 7b�
748 ibs
1 880 b.
18-92 lw
682 lbl
885 fti.
112011
2 A-fi.r. OAT W, 0, C, I U-Clip 125� Al- (Fig I)'
WA. 111A
ty�s
NIA WA
MIA
NIA
-1-110lbs
I WA
NIA
NIA
NfA
NJA
KIA
N/A
NIA
NA
715 (W
IA-f 11-cliffi,
96 Z l
195 1.
225,ixi 1� ll�
115 t�
3.WVjfb�
435
8l2, li�
IM llb�
140 lb.
177 lb.
7
3 0 lb�
llb Ill 185 lbl
115D ft
M)ibl
187
Ti2-lbil-
4-73 (ts
12'
M "I
2 Awchm 6 1. IT Mj,, O.CJ F Clip (Fig, J,
240 lbs 350 lbs
NIA
MLA WA
160 tb�
6 11,
185 ll��
WA
N/A
WA
IWIft
WA
N/A
N/A 370165
KI'K
NtA
WA
NUI1,* -UH lHf= Ut-I-Stl CLIP, US, IHI= RAW- ANCHOR NA [ ERN AND ANCHOR VALUES AS li-ItSIANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24,
FIGURE 1: FIGURE 2:
FIGURE 3'
1 0 �1 49
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5 FIGURE&
TABLE NOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTrD, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES, CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -F[[-[-FD
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOL? SHALL BE PRESSURE TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063"I5 AND BE A MINIMUM OF.126'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
.375"
-T
VX 2.75"X.376"MULUON
WE
12
PRODUCT REVISED
.s ilciroplylog with the Florida
Building Code
NOA--N.- 20-0406.03
E.pir.d.. pat. 05/26/2026
BY
Miami -Dade Product Control
%
Ali
0,
A I RE,
FL P.E-# 58705
TABLE 4A
Button Capac!tf Tabis Qbstf?)
Opening Width (for verlica"arirvng mullions) or Opening Height (for hormDrdally-spamrg milions)
50 m 60 in 74 m so i.
913'.
W, in
120 in L.
160 in
x 2.76 x
Rectangular il T.pffn..9;.I-9.,
,
.
ROWTIPTfi
I
qwg-TmpTd.g
L-ftL-L.SdfiLoad, Cad L-OL..&
g
gI
L..dL..d
LLoad
dt
L-dL..&n
L.�diM Iq
Lndmg Laad.g
.660 Alum.
Tub.
-Recta
Muffion
It i
929
3-0
4
5
<
<
G,
---72
7�
70
ZF
17OX 4S5 1101
74
170 4713 1 MG SES
17-ST
SGG 170.01
110
992
112
1700
1 S G
519
170.01 1116
170,0
521
IM0 1240
l7fLO
521
IMO
1488
7
9,GT7211135.81
1620
1-10.01
521
48 m
170.0
708
ITOG 524 INIL
SSG
170.0 5M 17011 992
170.0
SO
630 170,0
1133
1700
I 0
661
170.0 275
170.0
677
170.01417
170.0
680
141Y
1417
170,0
W, 171�5 1417
170.
G580
50.676 fa
1700
747
170,C %2 170.0
8AS
170.0 I70,G IM
170.0
6" 170.0
1195
G a
170,0
I 7
74
"2�
170c
747
146,3 IM
170.0
756
121.9
1286
170,0
756 104,51 1286
Mk
[ 758
91,4 12W
147.11G
54 1,,
170A
797
17OX 612 170.0
956
1..0 -1 170.0 1116
170.0
154 150.7
1130
I-
110.0
803
-1.
1 70c
837
120,61 1130
1 MG
856
ISO.!,
1130
1 MO
861 86,1 1130
170,01
GO
-3 1130
17U
-1
60 al
170,0
88S
17G.0 1 701 1465
916
162.3761 125.5 915
1445
7415 109,9
915
I S
1323,
735
97,6 915
1239
726
87,9 1 915
118.5
72G
712
915
f14A
715 67,8 915
f14,4
V5
54,9 915
114,4'
716
63 IG
151'a
83O
161.91 710 12&5
830
138.9 &M 10&5 830
1 123.2
6.'
681 94.9
M0
112.2
1 1- 2
670
84.4 830
104.61
662
75.9 830
99.4
656
633
830
94.5
649 54.2 Wa
941
W
47A 830
941
m
7r,
65 jI
132.1
757
140.01 850 IM0
757
119.81 66 94.3I 757
105.9
W4
624 82�5
757
G6.1
- I
614
73.4 757
89.1
606
S&O 757
842
6D0
55.0
757
79.0
593 47.2 767
762
W
4' 3 767
782
59t
72 f,,
101.7
635
106.8 552 84.$
636
91.0 540 �727 636
4
60.1
G
530 636
636
72
72,2
521
56.5 636
66.5
114
509 636
623
508
42.4
636
57,2
GDO 362 636
55.3
497
31A 636
55.2
497
76 111
86.5
571
90.4 498 72.1
571
76.8 i 486 61, 1 571
67A
479 541
571
60.6
471
48,3 571
55.5
464
432 571
518
459
36.0
571
47.0
45t 30,9 571
44.8
447
1�27,0 571
44.5
W
78 in.
80.0
542
83.4 474 66.7
542
708 465 STI E 542
62.1
456 50.0
542
55.7
449
444 542
51,0
442
400 542
47.5
437
33.3
542
42-9
420 28,6 542
40.6
425
25.0 542
40.i
423
90 in
521
407
53.7 361 43.4
407
45A 356 37.2 407
39.6
349 32.5
407
35.3
343
28.9 1 407
321
-338
26.0 407
20.6
334
2L7
1 407
26,1
327 18.6 1 407
2CI
122
16.3 407
23-0
M9
96 m
42,9
358
-4,1 i 320 35.8
158
372 i; 314 7 358
32A
W9 26.6
M
2a.8
304
2,3,8 358
26A
3GG
21 5 358
24.0
291.
IT9
356
210
289
19.2
284
108 "
30.1
2W
2
30,8 2-�55 25.1
283
25,9 251 21,1 213
215
247 18.8
283
M9
283
18c
240
151 283
1&5
237
III m
27-8
267
28.3 242 211
267
218 m 267
20.e
267
183
1244T6,7
231
tS.4 i 267
W5
228
1
_j
220
L
22 a 209 M3
229
18.8 205 15.7 229
162
T ARI P AP
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP .,--
Odl-Ll.N CAP.,
= ANCHOR CAP.
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE-
------
Anchor
Capacity
A - ,Type:
-ok
W Ek.
LIM-
-c-t.
1W F�.
Nit-
5k Concrete
aflul D-wl�l
ult-,
ll� D�w. t
uft-...
3,6k r-,
516- El.
uft-
3/ 11 1,k.. IA' 1-�.
uft- um-
H.R.. cmu
WIT DM�ft
Lit-
IW DeWitt
uftia-
1 SS 6-1 116" E.1-
Agqrl�
Filled CMU
1.11",
Ff lftlod
4111 Steel
Nit Seel
S- (G5�
Meff
912 SI-!
S- (1-;l)
(lbs)
1 /2",
2119,
I,
3118
1'
-lf7
2 ill, 11 ll�,
I
7MY7
1
2 -117
b4-
a IlThIi, O.G.O.C, Standard
2 A1-0
W
F"b"d,-
Op (Fig
Mft
310 ft
630 MS
-4'
0b'
L
970 b�
1644 1
lh�
1.114' 1 1-114, 1 1.114'
280 ft� 354 ft 40 [b,
� IT-
23WO I bs
1 1/4,
----
3 flba
1-1/4'
-- --
3201.
1-114'
WO IM
-
T114
--1 1-1W
374 lbs 6S4 ft�
- - -
I'vc i I
M 19z-
442165
5W U
h-
O.C.I St
4 A- 0 IATWI, -dald
(or OftVG Qip Tjq. 2):
NIA
320 ]�
1260 lfK
370;�
NYA
WA
NV.A
380 lb, WA NIA
NIA
740 lb5
WA
NIA
NIA Nit,
WA
2 fl5
885 t
"KEE
4 A;iI,ftom P FUn O.G 1 (2) 2X5 AWfe Cljp� I 0`ii;;, 3),
IW, lbl
620-
'260 I�
�o I.
I lb,
18961�
540 ft
560 ft NIA 760 ihs
46G lb.
740, ft
w ibs
11w "e!
m fi� SWii�
1892 lis
68216.
2 A-ty- 0 45",Ma, OC. U-CWp, iM- IZ`Aklm, (Fq, 4j
NIA
VA
VA
WA
NIA
-
NIA
-
VA
WA NIA NIA
VA
NIA
NIA
MA
NA
N7A
A
715 Ib.
F Chp-qj
p T(F-
Fl-
140 Z � 17, 1� M
290 t�
187 I�
473 ft
170 Ib
11 1
IH
IS` W
115" - Mm- 0 C / F-Qip {Fig. 61,
A
v-26
160 w
6SO i.
-
185!b.
w",
MIA
NZA
-1 _
:-:L lA 1
_1!5�1b,16!i
370 1.
1 N/A
NA
A NIA
5-:1
-5601.
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2. TABLE NOTES:
) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4- FIGURE 5: FIGURE 6:
[1001 111 0 1 0 1
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60&3-T5 AND BE A MINIMUM OF12T
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045` THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18 8 S.S. OR 410 S.S.
2,750-
1" X 2.75"X.65(I'MULLION
PRODUCT REVISED
as c.-plying with the Fl.nda
Building Code
NOA-N- 20-0406.03
Expiration Date 05/26/2026
By
MkT,Dade Product C-&.1
140
T
-MO
A.
FL REV 58705
TABLE 5A
Mullion Cacity Table Obse)
pa
Opening Width ;for -firalypa"ing mdfians) or Open" Height (for I�rimrdafV sparining malions)
Wi
50
in 0
i
70
in 80
in iao
in 100
E 120
1. 140
in 160
;1
Rectangular
Tr Tsang. ap(R-t,,,iqd�
T�plTmnir
Rtrg"
T,,,,dT, Q
q..
rang� ar
. -ig. g..
T""T
I nzv. ow.
. ..gr no.
I" x 3.125" x
Lraoftig
Loading L.64V
L..d,,g
L-ding
M,7 L..dog
L L--dM
Loafing Loafing
L
L-drq Longing
wdro Ldng
L-gi,,g L-adrq
Long
.SO®" Alum
2n
Z� I f7i
Tube Mulla.o.
a 2
g
s
R
g
8 N,
Is
- <
<
<
<
<
42 in
170.0 620
170,0 435 170.0
744
170.01
478
1170e
8158
170.0
506
M
1170.0
519 1 170.0
r
1116
170.0
5211 170.0 1240
170.0
621 170.0'i 1488
170,0
521 170c
1735
170.0
521 154.4
1802
170,0
521
48 In
170.0 70e
170X 524 f70.0
M
170.01
584
992
170.0
630 17CX
1133
170,0
661 170.0
S`
12
'7'-
877 170.0 1417
170rC
580 157,7 1577
170.0
660 1351
i577
1,70,0
SW 118,2
1577
170,0
6w
50�625,1.
170,0 747
170c 561 170c
6
17(ro
1
1700
IM
170c
684 �700
1195
I " '
170o
123
]]
1.
4111e:
747 1�111 lli�
1!�-1
7 141.7 1445
170
121,51
1495
170.0
�7 106.3
1495
170,01
756
54 in
170.0 797
17Mot 61 170o
9%
170.0
6!)l
[170,0
170�0
1116
170.0
75�1170.0
1275
17cD
7. c
803 166.1
�
1401
1700
837 149 5 14Ci
170_ a
85f, 124.6 1401
1700
861 1068
40
170.0
861 93.4
1401
170-0
861
60 in
170 0 866
170,01 701 170,0
1063
1700
797
1585
1156
170.0
US 138.7
1156
167,0
'U o
[12
928 123.3
1156
158�5
917 111'a 1156
14�71
92.5 1156
144.5
SO 753
1156
144.5
903 foi4
156
144,5
sm
63,n
170,0 930
170,0 745 159.6
1049
1700
850
1370
1049
155.5
86011 !Ir8
1049
1413
1 4,
w 106.5
1049
132.0
836 95,9
125.5
628 79.9 1049
119.3
820
1141
il&g
819 5so
1049
118,9
819
66 in
166c 955
1700 7on? 1390
9-15
Iota
804
119A
955
1317
788 104,2
955
I
121 4
775 92,13
955
112.6
_1049
765 83.45
iW4
751 69.5 955
W8
749 59,6
955
98.7
746 521
055
98.7
746
72 in
134,9 697 tUc,
114.9
91.6
803
101.1
670 80,3
&M
91.2
659 71.4
803
839
649 64.2 80
78r6
642 53.5 8113
72,2
612 45,9
goo
698
928 40A
go
%7
627
78 In
109.21 721
114.1 629 91.0
721
97,0
616
78.0
721
85.1,
695 68.3
721
76.5
595 607
721
70.1
586 54e 721
135A
579 45.5 721
594
390
721
58,6
564 34,1
721
56.1
563
78 in
101,0, 68A
105A 599 64.2
684
89.4
587
2.2
6M
M4
576 63A
684
-4
567 66i
6�
34A
558 505 684
9
551 42.1 1 604
541
541 36.1
684
51.3
536 316
684
50,6
534
w in
F128.5603
61 8 514
67.9 456 548
514
ST3
448
47�O
514
501
440 41.1
514
41-6
433 1 36.5
1 114
f 40,5
427 32,9 51
373
V
421 -1' -, 4
13,.
412 23�5
5M
3LA
408 20,6
514
2e-0
s
96 in
542 1 452
5517 404 45.2
47�0
38,7
452
40.9
390 33o
452
364
384 3C.1
452
329
378 2TI 1 4-12
31r3
373 452
19.4
462
242
369 16o
i 452
22,8
355
108 in
3M 357
38.9 322 31.7
3$7
32.7
317
27.2
357
28.4
312 218
357
2&2
308 21.1
357
227
303 19,0 357
20.8
-T-
299 15.9 1 357
111.0
293 13,6
357
162
287 119
357
15,0
283
III.
351 338
35 a 308 29.2
338
30.1
301
2,0
I 338
26.1
736 219
I 319
75.1
2�2 19-5
338
20.8
288 17.5 338
190
ZA L14.6 1 338
i
16,5
278 125
338
IC8
273 11.0
138
13,6
269
120 in
77 7 289
282 263 2SI
2 '19
T98
2&9
2a's
256 7,3
28.9
181
�52 15 A
no
16.3
249 I-,q 289
149
246 11,6
WRIUAIIIIII
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP , X
MULLION CAP
_ANCHOR CAP_
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED' CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT is LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
subslrt,:
2.7k C-.te
3k C-ete
-
3 5k CMelai
Anchor
Anern, Typ.:
C.P..ity L
(lbsl _Edge bisun�� V�I,
--Cmbod-t
3116El-
UN-
iliT
14 Ek.
Ult-
2:112
!� T, -
31167 DivVnIt IhT'DeWait
On-- L11fi--
I- I 2�1)2'
511 Elko
Lin-
3-val
3fW HGO
MI.-
Uff_n
1, ��,2'
-�114'
N1, 0,,W,
Uft-,
V 7,lio--
jj�
ujt-.-
2-
I AfT
/4'SS �f�
to
Ag9nG.I.,
21
5119Elco
Ult-
3 118'
1/4"SSEfoo
Aqqn,G�Ioi,
2'
910 St 'q
S-,G5)
0 48"
412 Snd
S...(G-5)
912 St-t
crew t651
(M)
2 A-M, 4 /F-M�10 C- f CTrd.,d rn Off- Clip 4Rg. 1):
-,-W4'
390 its
1-3W
390 IM
1-3W I -,V4'
-4-50 96-�
i314'
31-01b3
1�� 1 1-3w
=30f;M 1 22-0 lbs
1-3w
g70 lbs
21
1644 ft
1-114'
ft
280 ib�
1 1/4"
3Wb.
---
740 bs
230 Ins
UO 1�
14
320 1b,
1-1W
I-IM,
374 I�
11114"
1164 1�
2'
Wt.
I-Iw
WI.
1-30r
d-
4 Amtm, @ 1 I� Min 0 C I Soar (,, Dff,�) 0;pIAg. 21
48016
700 1�
NIA WA
ft�
12M In. 370 ibi
A
NA
�270
N
NIA
380 1b,,
go,_
NA
NVA
fA
40 ft
A
/A
WA
WA
NIA
682 ft
886 ft
1120 lb.,
4Archo,@�Mln.00,/(2)2K5A,,g�Oips/Cf-�g 31:
Mibs
780ft
680Im-
1260 fib. o) 10.
17-4�
1896 ft
50 fbs
560 the
7
MA
-Too fix
460 i�
'TIFd-fba
64of,
11666 1bs
748 (b.
S6D fbs
t892 tbs
882 Ib,
985 fbs
1120b.
3 A-h- Q A� Min 0 C 1 125, N �F
na,
--- - ------- - ------ �z
I A, 'o or 'I �'f
A�o)
WA
A
-166 k-
'ti)
NIA
1.-�
WA A
2:oS -s
'A
15- lo.
"A N
3o 5 f. i-lo-1t;
NJA
IVA
W
135 bs
R�t
140 it�
177 �bs
WA
ti�
NIA
15 fb�
WA
185
1:
N;A
WA
I�VA
"f be I
NIA
a32 gi,,
NA
473 fb�
NJA
170 lb�
141f,
221 lb�
1073.1
2801
ja
,C P aip(Fig-5)
2 A-.. *� 1 15" Mi., 1 .11 IRg
24' ft,
160 Ins
630oe 185tbs
NIA
37 i
.0%
WA
Ll 1b,,
4421�
56u U
NOTE- FOR THE OFFSET CLIP USE THE SAME ANCHOR
PATTERN
AND ANCHOR
VALUES
AS THE STANDARD
CLIP.
FIGURE 1. FIGURE 2:
FIGURE 3-
1-0 0 1 F 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4. FIGURE 5 FIGURE 6:
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 31 1 25"
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
FIGURES SHOW SUGGESTED, APPROXIMATE ROLE LOCATIONS
4) SUBS I RATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS- HOLLOW AND GROUT -FILLED I
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 125"
THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D4E!'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT I'X 3-125'X.5" MULLION
LEAST -126'THICK AND A36. ALL. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I- VF MULLION)
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
PRODUCT REVISED
.. ..-plying with the Florida,
Building Code
MOA-Mo-_20-0406.03
Expiration Dint. 05/26/2026
By
Mlarini-Daide, Product Control
No. 5870, %
Al'AL. ol
P.E.
A L, t
FL P.E-# 58705
TABLE6A
Mufflon Capacity Table (thsMe)
ANCHOR CAPACITY
Opening Width (forveriiaffy-spanning muilions) or Opening Height (tor horizontally-,;Igarwvng md4ons)
ADJUSTMENT FORMULA:
50 1. 1* 1.
Recta ngular TraplTriangR-in
_70in
R�Trd I.
w H
Rot.I.I"TnPTI.n
90'r100m 120 , 140 In 60 in
Rquf ToItlTrI.q.F�j.ngir Ta TWTH.ngRewi.got,TwT,.P/Td-g
jI
ANCHOR CAP
(DP) X
MULLION CAP .-- /
.4x'125
L61-9 L_Ittg Loading Lodig
L-dog I-_6%
L-dIg L-1.9
LoodogLoading L-div L-dog Loafing L..&g -cffng Looctg LMg I�,g
Alum Tube
MuMon
H
a 1
a as
4'
2. a 1
i
. ,
g
2
g g
g
a
x
E 2
ANCHOR CAP_
2
�2
!R
.2 !t�
'5
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
S It
2- <
� 2 j3
I � F
I o:
�5 -1 2,2
n A <
�,2
-1
t
1,5
B,
Jz 12 �i
f2
It
REQUIRED"CORRESPONDING
C�o
1 1�0
_Z_
W..1 . li�ii
744
7OK-0-1
E4:761
77�a Z�
7oo
-
77 on q;;
_�7 go
Sig
� 0
7 a
1 is
77co
521
?1 1 07240
70.0
I T1 77�
14.
7T.
1--l!3 1-51
170.0 521 127e 1489
1700 521
1 TO AN ACTUAL PRESSURE
1 REQUIREMENT FOR THE
48 in
170.0 706
170,01 524 170.0
M
174X 664
170.0 9M
170.0
i 630
170.0 1133
1700
661
170,0
I275
1700
6T7 156.3 1303
170.0
W 1303
1303
17G.0
680 1113 1303
170.0 680 97.7 1303
170,01 W
OPENING, WHEN IT IS LOWER
50625f.
17110 747
170.0i 563 170.0
B%
170,0 631
1720 1046
170,0
864
170O 1195
170.0
723
156.1
123E
1706.4
747 1406 1235
170.0
M 117.1
12361
170.0
766 1 .4 1235
170,0 766 BTS 1235
170,0 756
THAN THE MULLION CAPACITY
54 1,,
1700 797
�,70,0 612 170.0
956
170,01 691
170,0 1116
170,0EE
754
k54.41 1158
170.0
803
137.2
t158
1700
837 1215 1155
IM0
856 102,9
1158
IM0
MI W.2 1I58
170.01 861 1 77,2 1158
70.0 86,
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
60 ao
170.0 885
17001 701 166-7
1042
170.01 797
142.9 1042
161.1y
832
25A 1042
146.7
815
111.2
1 D42
136.8
801 10001 1042
130.2
791 83A
1042
125A
782 71�5 1042
t2TIJ 7KI I-
1�251
YIELD A MINIMUM ANCHOR
mi,,
170k 930
1706 745 151 2
992
16 818
129.6 M
144,4
It,,
34
I J#
13LO
782
---
100.&
992
121.4
7645 903 Tj
114.6
75� 75.5
992
10M
/45 1 8
714 56.7 W2
IiD80' 744
CAPACITY WHICH MAY BE
66 lo
165A -94-7
776 t 7 137.8
947
14L0 786
1181 947
130,3
768
7
034 :
IV.?
752
919
947
1087
738 823 1 947
102.2
727 6a.9
947
95.1
773 59.1 911
..1) �1 947
14.1 11
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM -I HE:
72 h,
135,9 849
-4Z7 1! 737 113,2
$49
121 .61 722
97.0 849
106.9
708
84 9 Tm
86-4
696
75,5
849
887
686 679 J849
827
675 566
US
753
659 48,5 649
_LL11 _51
72.5 652 425 80
72.4 661
ANCHOR CAPACITY TABLE,
761.
115�5 762
1203 X_3
762
102.61 e2
82.5 762
900
6A 0
72. 762
2
60,9
629
64�2
762
RY
--i2C 762
�i
69.2
613 48A
762
628
W2 41.3 762
59.9 597 36,1 762
2
7E 1n
t08A 724
111 4 634 00
1 724
94.6 621
763 724
62,9
60
638 724
74,4
599
59.4
724
GILI
691 534 �i 724
63.4
593 44.5
724
57.3
673 38.2 724
54,3 567 33.4 1 724
566
90 to
6 1 543
9.6
71,8 483 WO
1 543
60.7 474
49.7 3
6�
57,9
1 466
43,5 543
471
458
38,6
543
42A
452 34,8 5WQ
395
446 P9.0
543
84.1)
436 24A 543
321, 1 430 21,7 543
4n
96 in
57.3 478
58,9 427 47.8
478
493 1 419
�g 478
412
412
35.8 478
38.5
406
283 478
395 239
-;?a-
_�8_1
3% 2m 478
256 380 1719 478
24,2 376
_V. h
443 377
411 W 335
377
34.6 135
28.8 377
30.0
330
25.2 377
26,6
325
�D 1 377
72.0
16,8
31fl
37-7
19.0
310 14A 37T
17.1 304
1111.
37.1 351
W8 323 30.9
357
3M, 318
265 357
_2_1.
27,6
313
212 357
244
1
185 357
20.1
301 15A
357
17.4
2N
1201, ,
29,8 2/9 245
306
251 4
21D
.306
217
270
183 MG
19.2
267
14410
I ITT 212
172 1 196
_E_]
TAM F FiR
SIIIs_w
71, C
3k
nnrete
3.Sk c
Rod (,'MLJ
_w1_d
_M�f.f
An.hor An&— Ty�
Capacity
3116 _T
Ult-
1� F110
UR_.,
�1511 D.Wff
UK—
1w ft
jit-oo,
5/16 EI.o
ult
------
NW El- IWEII,.
up,.- Lit—
U16. De Walt 114- D.W.il
U,t_ ult-
V4- SS it.
Ac goGafa
51_
167E
U
-w _55E�.
Awe&oo,
_Gstlz
sk, -W
L2
Wi2 1,.9
S1 IG57
rdl- 0 I41)
i_2__1f2_"_]__
I' ____ 2-If2'
r
1/2'
-2-V77-1 Tf 2 1__'
Z'
3119,
Z'
0.48"
0,54'
G,3241
rt,b.doo,f(In)
1-114- I-W"
I-',V4" 1-314'
i_3,14� f-3W
I 3,tV I�aW'
_3
_2
'414' 1.114" I-V41
1-114-
I�Iff
1-m-
tones
0C 1Standard .0ff�CIip(Fg ICti )
:CD Ito,
'M
450 Ili-
os
310 ft
630 t,o
2211 Ibs
870 fbs
16441�
270 Its
2P0 r� 314 bs
740 fbs
230 IbG
370 ItsT320 _b-7
--Ibs
374 ft
664 fb�
94e It.
W flu
io'
4 Aolft� g 2 HF-wo _Fc, yswti �,d(.,
LT �Icll
I'll
I
14101b,
_
6201to
- _
126D ft
_
420 IPI
172001.
-
662 ii,,t
- -_
"
- -
560 T131, WA
- f
636 t�
96 b.
-3 1
740 i� 110 111,
NIA
11111-,
"'A
692 ft
885 Ito
B AMf- ',It 1 15� MM 0 C I Stawd (Of Offte) Uip (Fig 4)
.,t I s
�Z
Nk�i
41A
N
- WA
-6:iO I-
2520 ft.
M ff�
VA
NIA
PW
tb,, A
la'
14Wfb� N/A
NIA
MA
NIA
NIA
17-10 1.
2M k,,
4birch V3'Mm
7W Ibs
7W lbs
66111',
15mio,
ac-IL,_
t260 M!
446Ibs
17,f0 t4
-696 ffs
64G ftrs
SW 1s WA
7W It,,t
4W Ifs
740 I( 640 ft
1160 Its
746 flo,
WO f5s
_7892 ibs
662 tb,,
WS Ibs
T 120 111,
UA,,togM O.0
1170lbs
11101bs
10201be
234011n
TJOIbs
1890 tbs
660 ibs
21310 11s
2844bo
810 11,,t
EA0 Ibs i_ WA
690 Im
I 110 ib,, 960 lb�
1740 Ibs
1122 Ibs
13 0 ft
2
2838 Ibs
1022 ft
1 Lif ft
16W lbs
_4 _A�� g 0 4!o M.9 0 C I U�An. into 126'AWm (Fig 7),
RIA
I WA
NIA
WA
IWA
WA
WA
VA
WA
WA
WA
WA
WA
'A
NfA
WA
4A
1430 Ibs
2 Ah- 2�2 25- �Wo 0 C I F-UTI (Fig 8)
_7iT�1-350
It
Cos
116
A
7WLb,
I! 1"t-
K7
[j;WA
I JE��
WA
11 1b,
-
--
4 Anchors @ 11� Min O.G./ F- It, (Fig. 9)
It
iZA
WA
f
WA
A
A!
N/�
682
885 ib,
NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR
_IE11�70r
PATTERN
AND ANCHOR
VALUES
AS THE
STANDARD
CLIP.
FIGURE I: FIGURE 2' FIGURE 3. FIGURE 4 FIGURE& FIGURE 9:
FIGURE 5: FIGURE 6: FIGURE 7
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
27 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM -SHALL BE 6063-T5 AND BE A MINIMUM OF .126'THr-K- STEEL
STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST. 125- THICK
AND A36 ALL ANCHORS INTO METAL. SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S.
125'
MULLION
PRODUCT REVISED
a. ..nvVfig wlth the Florida
Building Code
NIA -No.
E.plinati.. D.f. 05/26/2026
By
Miami -Dade Product Control
NO. 5876E
,D
4!j -
ATE OF
UIVAI
A. LYIiiVMILit RP.E.
FL P.E.# 58705
TABLE 7A
Mullion Capacity Table (Ibstfli�)
Opening Width (for vertically-sparl mullions) or Opening Height (for honzoritaiii-sparring mulitons)
so
60
70in
60
in 1 90
In 1 00
In 12G
j,
140
in 160.
Rllnlgw
nvn.,.m_ H..t_gkr
T.p/Tna.,,g t_aM,
PfInnng fn� R-Wgll
-I,/Tnang FZeotanWln,
T.p'Tr rV R�"�nr_
iotiIi`
R-tqd.,
TnprF.--ng, 1.
TraplTii,ri
1.4x '375
Loaning
W.nmrj L64i,qI
Ln.nii,,ii L-ding
Lnii,g 1,.d.g
Lndhg Loading
L.Iidrng L..d..g
Lod," Leering
Loadingf-
dEnt;
Le nftt;
L..d�
Alum- Tube
I"T'
Mullion
6 5
s 3
g
g S!
s
.2
<.
<
ir
2
nA
,
n
3 'J
42 m
170�O 620
f7D.0 435 170,0! 744
170,0 178 170�O 8W
170.D 50B 17-0.0
1
7D,11 r1W 17D.D 16
- - i
j
_�700 5W 1700 1240
D 1,2.
1700 5� 170.0 1455
170,0 521
1700 1735
17001 521 170,0 1 1983
170.0 =21
48 in
170e
708
170.0
524 170,0 850
1700
584 170,0
9%.
170,01
630 170.0
1133
170,0 661 170e
127E
W0.0
6 7' 17010 1417
17D.0
680 111170,0
1700
170,10
680
1700
1982
4
1700
880
50.625 in
170.0
747
-7-
170.0
563 1710 8%
170.0
631 170.0
1046
170.0
6U 1170.0
-lar _-
119,1
170,0 723 170.0
1345
170.0
V17r,
747 17D,O 1494
170.0
Aill 1170.0
1793
170.0
756
156.0
1919
170.0 756 *6 51
1919
170.0
i 756
54 in
170.0
17
170.0
61 q 170,0 956
170.0
E5II 170L
1116
1
17G�G
764 r,
1275
170,0 803 170-0
1 �
170-0
1710 1594
837 1 D, 1%
170,0
DID !%91
1,79D
170.0
861
137A
1 799
1 0.0 861 IM,O
1799
170.0
865
Go in
170.0
855
170.0
701 1 IW3
170�0
170,0
797 170.0
1240
17D,D
878 170.0
14 T7
170 0 944 1
1594
1700
-
996 1 155.5 1619
170,0
1033 129,6
1619
1700
1.
111,0
161
IND 1063 V.2
1619
70.0
1063,
63 1.
170.D
930
170.0
745 00�0 1116
170,0
650 170�O
1302
170,0
940 1 170.0
1488
170,0 1015 1557
1642
170�0
1016 141.0 1542
170.0
1 22 11T5
1512
168.5
1758
1007
�
12
16T9 1157 MA
I
167.9
VI 57
66 in
170,0
974
170.0
78S 170.0 1169
170.0
90 170.0
1364
170,0
1002 1160.6
1412
110,0 IOW 142.8
1472
16liII
1148 128.51 1472
1588
1130 f07.1
1472
t47,8
1108
91,8
1472
IIN 8031
_!!2
1412
14&0
11;�
c
72 in
170.0
1063
170.0
878 170.0 1275
170.01
1009 150.6
1320
168.2
1101 132-0
1120
IQ9 1082� 1173
1323
1378
10516 1320
1211.6
1049 WD
1320
117.0
1024
75.4
1320
112.61 1013 66.0
1320
112.5
1012
76 in
170.0
II.T170.0
937 149,61 JISA.
1%.4
tell 128.2
1184
139.9
M 112,2
lf84
M �If G7� I
1184
1153
364 W8 1164
107.5
952 74,8
1184
97,6
S35
64,1
1184
931 927 56A
1184
92,3
925
1.
166.1
1124
170b
7
%7 fu.4 12
14TO
M6 118.6
1124
128.8
947 1 103.8
1124
115.6� 92,3
1124
105,8
918 83,0 1124
98.5
406 0�2
f!24
89.0
890
• 59.3
1124
84.3 WI 519
f 1124
832
878
90 in
108.1
844
1115
750 IDA 141
14-1
711 77.2
$44
81"1
724 976
844
733 1 712 60A
844
663
702 54.0 844
61A
691 450
844
54.2
678
38.6
844
60.0 W8 318
844
477
662
r78
in
96 in
B9A
142
91.5
662 74.2 742
77,2
652 63,6
742
67,2
641 56J
742
�9,8 6SI 49�6
742
541
622 445 742,
49�8
5 14 371
712
��6
SOD
Me
7 42-
-3 _2T8
9�8 slio
747
37,5
584
TG8 in
62,6
586
63.S
5-3,C 52.1 586
53,
5211 44,7
586
45.6
513 39A
586
41 4 505 34,8
$86
37,3
08 31.3 586
34.2
492 25A
586
29.6
223
586
26.6 472 195
566
24.7
466
III 1,,
57,6
555
58.0
503� 118e 555
49.5
495 412
555
-----
42,9
- - - ----
487 X.0
555
WO 4W 32,0
5155
34.2
473 28.8 555
31.3
467 24.0
555
27A
1 457
20.6
555
24.3 4411 180
555
22A
44
120 In
45.6
475
46.4
433 1 38,0 475
39.0
426 326
475
33.7
28
420 -5
475
29.6 414 25.3
475
26,�
22�8
.9 475
24.5
404 19,0
475
21.1
95
a95
16.3
475
18.7 387 14,3
475
17.2
381
263
305 22.8 3%
224
301 1 ;6,9
330
19.3
297 16.5
330
170 1 293
TABLE 7B
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
ANCHOR CAP.
MULLION CAP.
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
SR �WaF�
--Y:7M Conorefe
31, Concrete
3 5k c_
Filtl,d CAAU
PT IN-d
M.tai
Anchor
An,nn, Type:
3M61 El-
IW Hm
3116` LN,".n
1- Dnwnll
5116 E
3116, E!
IWEN.
3/16- Eia"t
11
_ W D�W�ft
IM" SS 0
5,ifT R
114' SS LEI;.
W - -W
1� S I�47 -#19 �i�
�12 Sln,4
Capacity
ult-c.
Jlt
thr-n-
liff
'iff
Ul
ji.-
Lilfi-
U-b-nn.
AggmGabw
Lll
AggleGalor
S A35), Srn (G5)
(G5)
(lbs)
-1- 2 i/2
112'
-3f,
I r-1-Tit
112-
2-112'
1- 1 -11K
2'
1 1/9'
2"
0 4� 1 0 W
4-
IM"
1-114'
14/-- 1-14'
li-11W
1-1/4'
T
2 An @ 4.7T Mir, O.C. I SI-lord
Cftet Clip (Fig, 1&4
345 IM 1 3% 0.
450 IDS 890 ft
310 it,, 630 ilb,
220 I I� :_
I� ft
270 it* M l�
35ml E 7z6;7
it 3 tbs
I
74'Z.
664 I�
� 11,
1 �=I, Z2 k,;'
596,
4 Ail g 2 2V' or, 'I C / St��d (,r Oft-, Ctip {Fig 3y,
700ft 700 ft
560 ft 1410 ft
M lb� 1260 ft�
i870
420 't): 7:�jn�
952 ft
!N�A 560 jb�
t4A
DT) I�
I 3Wft
7441 1�
510 1U. 10DO b.
!VIA
ib.
-jvm
A
wnx, m5 ft
--vi-2or-
960 IM I400 Rn,
WA WA
640 ins. 2520 IbI
740 1Gs NIA
NIA
WA76D im
WA
WA
N/A
1480 th5
WA WA
NIA
N/A
bs
2240 1.
4 Amims @ WMin. 0,C. 1 (2) 2151�Vl Ulpl ((-ig 5x
780 flo 780 ti,9
b, 1666 lw
620 llK Fos �
4.40 IDS 1740 In,
I896 ft
ft 540 560 Ibs
NIA
7801be
460 It
740'bi,
640ill 1180 Iw
lb 748 s
880 lbs
90 li�
660 lb
310i� W In-
*A
11101
-66-0 lbi, I
L
iavl�
T�I�
4 �MM 0,45- Min., 0,G, I U-Uip, 4�t 125- All- {pig � 7),
NVA WA.
WA I NIA
I N�,A fly/1.
WA A
PA
�A WA
WA
NIA
NIA
to WA
NIA
A
WA
MA WA
1430 tin,
2AI-Q 2,25" Min. O�CJF-Oiln flg. 8F
�Iialbs 350 11A
2�f 705 lins
t
1111 In, 611 l�,
1
III I :*
6 lo�
WA I&�
WA,
3151�
1701.
ft W In.
N /A
In!
iAj
WA
341 lb� 442 IbI
w ff�
r I.1Y MI, O�CJ F-13fil, (Fig. Or
Z Tibs
_L
N/A I NIA -
72671F, 1 01
370 ll� WA
WA
NIA
N/A 380 in,
WA
_LG5lbs_j
A
740 bi,
�A
A
A
682 5,S 86b lb,,
11W ins
NOTE: FOR TI-IE OFFSET CLIP, USE T14E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: FIGURE 8: FIGURE 9,.
Ul MI E Fee .0
FIGURE 5
FIGURE 6' FIGURE 7'
----------
ANGLE CLIP (FIGURES 5&6) MUST
BE USED IN PAIRS,
TABLE NOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU; SHALL CONFORM TO ASTM C-90, WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF. 125" THICK. STEEL STUDS'TO BE A MINIMUM GRADE 33 AND.045,
THICK (18 GAUGE). STRUC-f URAL STEEL TO BE AT LEAST .129- THICK AND A36. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12
ANCHORS INTO WOOD MAY BE STEEL, 1 M S.S. OR 410 S.S.
4.600-
375
I'X 4" X 275J _I" X 4- X 375* r'-MULUON MULLION
PRODtJCT REVISED
.. complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Coto 05/26/2026
By
fillarnim-Daid. Product Control
, � 11 1 s 1; f, f 11,
01 %T-A 4u
-S�
A. LYNN MIIUL�R, P.E.
FL P.E.# 58705
TABLE 8A
Mullion Capacity Table (11IiT'
ANCHOR CAPACITY
Opening Width (for vadicaky-sparrorig mullions) or Opening Height (for harizartaffy-spanning mullons)
ADJUSTMENT FORMULA:
50 i, 60 kI TO in
80in go 1, 100 in 120 in
140 i.
960 In
�g
ANCHOR CAP
R"t".gf. Ttpfffl.rq R,,I,t-gd., TW`Tri". RectangularT`prrs.,g
-1- .1 T.ItMiang. R-t.,rIpl TtpTdog. Rectangular Rectangular T,,p4Tdan9,
Rectangular
Rectangular TMpN6..g
R-taiIgld
MULLION CAP
Loading L-ow Loafing ..9
L-d.g Looting Loading L-&�g L-d.9 L-dBg L-Mg
Ldbe L-6,n.9
�dmg L_,t�
3."Al
.265" Alum
-i-
41
2?
I
B,
B,
CAP.
Tube Mull
a A a a 2
a
--A 'a
a -8
Et
8
-. - &
ad
a I i ��
a
a
I ��
9
5
8
6
IN
USE THIS FORMULA TO OBTAIN
"ANCHOR
A
15
A
art A
i2
THE CAPACITY
REQUIREWCORRESPONDING
170.0
620
170.0
435 ITO 0 744
0
17 41
478 170.0 868
170.4
506=
170.0-
9-92
_170k
519 _�7_00
1=6
170.0 521 '2411
17DO
171
521 1700
1-88
170.0
1735
t70,01 521
151,6
t769
170,0
521
TO AN ACTUAL PRESSURE
k
'0
706
170.0
524 170.0 850
N��
170�0
584 170.0 992
170.0
630
l7cO
1133
170 10
661 470.O
1275
"70_0
1714
i7O.O 677 170,01 1417
170,0
680 154,8
F-711
I_
:10
-1 3Z7
1548
17001 980
11&1
1548
1700
680
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
50,625 In
170�5
747
17oT,
I',,
170.0
621 17e,0 1046
170.0
I gat
170.0
`LI95
ITCII,
723 170.4
1345
I. . I B
1700 747 1670 146B
1 MID
39.2
1468
170�13
756
119.2i
1468
1706 7%
104 4 1
-
1468
170�O
756
THAN THE MULLION CAPACITY
54 m
17cO
797
170�0
612 171L0 1 956
170k
6SI 170,0• IfI6
t700
i 754
170,0
1275
70.0
60o 161',
1376
146A 1176
17
/G.
856 1213
1376
a-6-1
1048
-
1376
170,0 861
91, 7
1376
170.0
861
-
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
win
170.0
585
170,0
701 170.01 1063
1 70c
797 1 158.21 1158
170.0`
7GX
878
139.0
1158
1674
930 123.6
1168
1111 1156
150.0
912 923
1158
191
1111
114.1 ell
1g,1
111B
I.Lg
YIELD A MINIMUM ANCHOR
63 m
170,0
930
170.0
745 160.1 1051
170.0
860 137.21 1051
155.91
862
=.l
1051
142�O
8" 106.7
IMI
132,31 837 W1 1061
125.7
830 88.1
1051
_!!4�111
t19,5
822
68.6
1051
119.1 821
wo
tow
Iml
821
CAPACITY WHICH MAY BE
, TO QUALIFY ADDITIONAL
66 1,,
167.1
957
t70c
789 139.3,� 17
1516
805 119.4 957
t3kl)
7M
_
1044
_
957
121.6
-
777 92.8
957
-
1128 767 816 -T57
_T
oi__6
69.6
9,57
too D
-, __
750
- -
697
__
957
__
989 748
521
957
969
748
USED
ANCHOR OPTIONS FROM THE
72
128.7
M4
135,2
698 1 107,31 804
115.2
684 -,.TF--
.3
-4
-A
11,5
-1
841 650 6�14 804
18,8
".a 536
804
723
633
460
804
69,9 629
402
304
%8
628
ANCHOR CAPACITY TABLE.
obin
109.4
r2
114.4
630 912 7Z2
97.2
BIB 78.Z 722
5513
1%
68.4
• 722
163
596 60.8
722
70.3 50 547 722
65,5
560 45.6
722
59.5
570
W1
722
56,7 565
34,2
722
56.2
664
2
78 vi
1912
665
105.5
60 644 685
69c
588 72.3 665
765
577
63.3
685
70,5
WS 562
W5
64.5 Boo M.6 CS-5
60A
553 42,2
685
54,3
543
X2
685
51.4 537
31.6
685
W.7
536
90 m
659
515
680
457 54.9 5
5T5
449 47.1 515
50A
441
16
44,7
4341 36.6
Sig
40.6 428 33,0 515
37.4
422 27.5
515
33.1
413
23.5
515
30.5 1 07
20,6
515
29,1
404
9%6 11,'o
54 3
453
651
404 45,3 45a
47A
3G7 38 8 453
47 -0
391
_41�
33.9
453
-3-8-
36,4
385 30.2
453
379 45B
T0A
374 22,6
453
26.6
366
19A
451
24.3 L
ITO
463
ZZ9
356
Ioa i,
38.1
38
0
J'51
323 31.8 35a
a2_8
31e 27. 2 358
28.4
3-13
212
1. 21.2
868
22,7 304 19 A W
20.8
30 16,9
358
M0
293
Ii M
36.1
338
[35.8
30-6 29.3 3,18
30.1
301 25,1 3W
26.1
297
22.0
1311
Z1,2
291 19.5
33E
19A
285
120"
27A
283
264 232 2W
23�8
260 19.9 2w
266
5A
7.9 C
144:,
16.1
2,a I
I 6.3
186
Anchor
Capacity Anchor Type;l
�15' El- I W I..
W
ua-
1- -1
-1- -..
UW__
-16- �I
ult.-,
I-- Ek,.
Uft-,
Nle!` vift
.16�
Offt.-I
- -
11 - D�W.It
ultt
IW SS Et-
Aqg,�Gf
&IF f-1-
- _�.
IM; SS E
Aggl��t�l
_k Steel
S�GO
$-1
S((35)
oI,(
EdgDM. (io):j
V
ZI12' V
2AIZ'
II
2-172°
V
2-1/2'
340
EmbedmenttIro:
2,I�- 40 _,,
I-a14'
Ilw� 1-3/4'
kIts 1 4,50 �
T341
893 fCs
1-3/4
3101ts
',-oW
6304.
1-3/4'
a O Ibs
1-34'
570 �
R
7
I�
1-114'
354 1b.
1 If411
740 itx
1-1,W
230 ft
14W
370 1&
F111F
320 its
ITt4F
w IN'
1AW
174 ft
664 fbs
7
946 lbs
I -We,
341 Ft;;442
1-318,
Its
-
vartes
9".
_1�
4 A�,, C[p 1, 1
lb�
-
WA
320 I�
1250 fb,,
370 ib�
WA
WA
NIA wo lb�
WA
MIL
N
WA
WA
WA
NIA
682 1.
M fi��
T
120
4
6W �
!'I
6'T t�
12W 1b.
�O lbs
1740 ft
_WA
'of
1896
540 1b. 5w jb-
_MA
_-WA-_
--r-K
�If _
_9�Fk�
116DIM
74a jb�
BBC Ib,
1892 lb�
682 I�
W5 Ibs
1120 ft
_l<
4 A-W. g G.,
WA
N/A
NIA
MA
K/A N/A
NIA
A
NIA
N/A
111A
NIA
NIA
NIA
N/A
01
�1
225 Ib.,
_N/A
I�
_WA
1.9
-160-IM
215 1.
_T_30r�
ilaI�
-!.A:
4M 2.
8321E�
4� B�. TZ lt�
1 -77 bs
370 ts
1-5
�43C70
_ft
17
B�f.
-
-'WA
'b�
187 It,
332 ft�
4731�
ITOTbB
2 1
bs
A
WA Igo ft,
WA
iZA-
NIA
_WA
L WA
NfA
3411t1s
442 the
WO I�
NOTE: FOR THE UI-FSE I CLIP, USE I HE: SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE is
FIGURE 2,
FIGURE a,
ANGLE
CLIP MUST
BE USED
IN PAIRS.
FIGURE4, FIGURE 5 FIGURE S.
H60016 U-18-0
TABLE NOTES'
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-9a WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125!'THlCK_ STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST,125" THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
265"
I 25'X 3 188" X .265" MULLION
(1-1/4- VF MULLION)
PRODUCT REVISED
.. ..-pWg Mth the Flarld.
BuFteCesrg Cade
NOA-Na_ 20-0406.03
E.pinaff.. Date 05/26/2026
By
Mi-f-Dad. Product Control
G
�!T 71E F,
%
/,0NIAL
A- LYNW w�E,,R,,,P.E.
FL P.E.9 58705
TABLE 9A
M.M.. Capacity T.bf. (facts?)
ANCHOR CAPACITY
Op.airtg Width (f.,veft.ify-sping lIldioll.) Op..i" musioils)
ADJUSTMENT FORMULA:
50
66i
70
in 80
80
in We'll
120
ill
164
ir
TIPTlll.9 RtW,,
T,plT,aQ, al
TmPT6,Q, Rztagv
e
TmwAng,Rtaiq'l'r
T,Tq 9, R�w
'g,
T'WT-9
)X
D-1.25.3.25
s,g
Idttg L
Lo,,l,,g toad,®
Ld�g fm'
L..dl, L_di�'
z L ..fq
�.hi
L,
ag
Lg
LaMULLJONCAL'
m
%.100
At— T.P.
c 8 a 8
ll 8
8
8 '5-
a a
a
a
_ANCHOR CAP
2
F
<
<
Lttt
c,
r.
USE THIS FORMULA TO OBTAIN
THE 'ANCHOR CAPACITY
REQUIRED' CORRESPONDING
i700 435 17D 0 1 744
17D D 478 1700 858
1700 506 170,0 �2
1700 519 170,0 Ills
1700 1 521 153.3 1118
0 521
1277 1118
Imill
i0ll,51 1118
1700 521
95,8 Ills
710j 521
T AN ACTUAL PRESSURE
4� 11�
--
s
",tl 524 'Tac
1700 58, la7c W5
170,0 6n 146� i 978Troo
66, 4 978
VAG 677 111,3 978
170,01 6K,
I
S7.
17a 0 6W
733 978
Ili)
REQUIREMENT FOR THE
1
W62sil
7,17
IMO �3 ITTO M6
1710 filt I�T S27
170s SS,t 111,9 521
IIS6s 7M 1171 S27
ISSA 699 1 27
05,5 9
1---1 -
87.9 927
1--el -1 395-t
11
7� 4 927
1563 195
65,9 927
ia;�
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
1700l 797
170,0
612 1545 869
1700
1 691 132,5
869
153,0
583 155.9
W9
141,8 C69 lm.o
13'IM
1310 560 9,, 7
869
1298
654
T3
12&8
652
662 86-
128,81
e52
57,9 Mg
�7-
428.8 652
(FROM THE TABLE) OF THE
(stli",
63 m
--
143.21 746
123,7 677
1516
1320
634 ll�,4 T46
579 1011 677
132.3
113,2
620 IGL31
5w es'4
146
6?'
—Is
117�8
'.4
08 89,5
... 773
7,t6
677
107,B 79s
-�`e
916 681
7"
VT
10" 592 It's
U11
96,l'
Itt?
5s 7+746
51� tin
9,13
770
583
5n
61,2 746
",2 677
933
76 7
583
$29
44.8 1415
3.7
3&7 671
—11,7
93.3 583
767 �9
SELECTED MULLION, !TWILL
CAPACITY WHICH MAY 13E
66',l
101,6 611
1-141
�0 IMlJ ell r
916
�19 s
I
863
509 67.3
617
76.3 -00 59.8
617
72.6 ls", 11,�l
�17
87
448 617
64.4
483
WA 617
lot
1Z1
336
1 482
TO
51, iI
USED QUALIFY ADDITIONAL
12'.
87A
450 691 518
7d 2
M 2
61T
652
518
58'8 05 `,61
518
542 419 I
's,
34 5 518
46s
�8
29.6 515
0
405
25.9 518
41�
ANCHOR OPTIONS FROM THE
76
-7-8
70,5 465
7� 1
.6 5&7 4135
2,6
398
4-
446
49.4 3U 39,2
4�
45.3 378 35,2
41�
421
374
4
29A �5
393
36
25,2 M5
5
M4
11c 465
36,1 363
ANCHOR CAPACITY TABLE-
652 1 T41
6RI
r-381 54,3 441
577
37S 46.6
r441
506
372 1 40.8
441
45,4 36,2
411
116 260 32,6
441
38,7
356
V.2 441
349
349
23.3 441
33.1
346
20,4
32,7 M5
9C in
47A 3n?
:�3
5 354 n2
17 0
2H WS
332
32,3
l 2M 26,5
332
286 2W 236
31?
26.1 276 21,2
3u
24,112
173
21,
332
196
262
13,3 _ nZ
17
1&7 260
35.9
26.0 1 n'
30�3
256 26,0
291
!6�4
22L52 21,9
291
23s 248 194
2�1
1 21,3 7
244 1 '5
291
NI
1 4 6 1
29,
171
236
166
232
$08 l'
111
24,6 230
21 s
- I
2—
23,
�
117
i7's
,2
210
118
I 83
168
201 15A
i'q I I I
250
218
I
88
179 187
1 162
170
IFTHM11.0
2 71, C—t.
--2k
H.0- CMU
FlkieC CNU
PT vi-d
Meizi
Anchor
Anchtrr Type:
allY El- V4' EI
D,,Ww' li't" Wl-
6116' E
3/1
I-w-
6- it
T
im- reyvaft 14' SS FIc, Elm
1W SS Elco
410 SW-1
1912 Steel
912 St'H
Capacity
—Edg.
UK— Ut
—1" —T
I-m—, Wfasm+
—I,-
1=7
,l-
-I
ult...", IA99.G.Wl I UK—
AggeG.t.1
S(G5)jS(G5)
S.-(s5)
(Ibs)
F
if.- 2---,
'm -l'T 1 2,112
vw
1" 1 2,'2
1 [�T v-2�1,7
1 2117 2 3�lf
0 4fr
1:�4' 1-3W 1 1-314- �W-
I 1 1W I 1 114'
2'
Ul 1-1,4"
I.IW 1-1/4' I-IM'
r- 4' 1-114' 1AW l4l."
2'
2 A �M� (T_j 711 Min, CjC, SlW,d
., Off -I Csp (Fig. 1)
_Ll
rT �1.31'4'
1 .T6bs 870 ibo
1644 Ill,
270 1b, 280 Sr„
3511 the I 7401b. 230 In 570 lhs
V& fbs i 5801. 174 9 -10 1.
Ill;
�l tss
442 ibi
� off-t) Oil, LFg, 2�
±xj�hms (w 1, i5� Mi, 0 C f sw,,d.-d its
4W 1bl 700 Is, I NVA MA
320 jbs
I260 tba 37s lbs NfA
WA
NJA
3t30 i;s
WA t WA WA
740 ft
NIA jWA NIA WA
WA
682 ft
1120 lbs
4A
�hT. @ Y Mm, O�C, � (2� 2.5 A.,Ui� Clips i flg 3�
780 tb� i 1. 660 als
M1b.
126 t-b. 40
-:W=.' 760-1b-s
-rjTjts 48ft
1892 fts
662 —fbN
1-1201t.
A -I., Q- 0'5� mi, O.C. I U cAp"Ilt. 1W AN,. VF6,4��
-WA IWAI NIA NIA
WA
--Wi�A— A —NA-
---WA---
--N;A
MA
N/A I WA
ttl
WA NIA NIA N(A
N/A
NVA
NIA
9% lw
_3
I A-�l I F-0, (Fig �,�
_
Mf� -1
195l� ZZ51is
--I
1
—135R�-
71-1j�
- I 3'0'—'L
785 I�
n6 it, 187 ff�-, jT2 Tt�.-
473 ft
170 i�
250 lbl
2 AticWs @ 1, 1 Y Min OW F -01P fF19. 6),
i4 r iFn T 350 lbs ZA WA
lw lb�
6,0 lb,, 1 ots
_'M "A
:
370 ih�
N/A WIA WA
NIA
341, lbs
442 Ibs
560 tbs
NOT' FI THE C)FrSFT (.I I P I ME THE qAUF ANr.HC)R
PArTFPN ANr) AN( -.HOP
N/Al I ]Fq
AR THE qTAMr)Apn F ip
PRODUCT REVISED
.. .—pityl.9 Mri the Florida
8.11diri Code
NOANo. 20-0406k3
E.PI—tille Data 05/26/2026
By
MI.-II-D.d. Product Control
FIGURE 1: FIGURE 2 TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3� 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
3.250" 3 25w,
ANGLE SHEETS 2 -23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP BUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
BE USED 58-,'05
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
w
L
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL
BE PRESSURE TREATED YELLOW SOUTHERN PINE VVITH AN SG OF 0-55. ALUMINUM SHALL BE
0 jT
6063
FIGURE 4. FIGURE 5: FIGURE 6 '
-T5AND BE MINIMUM OF .100" THICK, STEEL SI UDS 10 SEA MINIMUM GRADE 33AND w
100
,046" THICK (18 GAUGE). S I RUGTURAL STEEL TO BE AT LEAST.126l THICK AND A36. ALL W' 100-1
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 125"X I 'W' 1,25'X 32 X,
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S, OR 410 S.S. MULLION FOR MUU K)N FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS A LYNha I
FL P.E.# 58705
TABLE12A
Manion Capacity Table (Ibsfie)
Operding VWifth {for inidliolls) or Opentnig Height (ibr horizontally-5paili mutfions)
50 is 60 in
70 i.
Be 90 in 10ft in III it,, 140 11 160 in
Rentangunin T.PITielig, Rotanilul' Tung.
Rectangular T,*Td-g,
--pnoong. Rect-Tira WI., pflidang. Rectangular Tinwlnitog R-tanliat", T,.p[TO R-tlg.[� T.P/Td int pt-tti.qd., Tinliff-II,
2x4x 25
La L_11ins, LoafingL-ding
I -dAg t-&V
L .. kig 1--fitig Loading Loadng Lo,nfttg L..di.g Loading Loading Losing L,i.dirig Ldilli L..C.g
Mum Tube
a Z,
2�
T-1
----------
;
M.111o.
g 2
g
7
a
a- a
L A
9
9 1
1�
2 -,.
1 -.2-
1
1. a a
-.r;
j�
t5
z -
9
i
Ig
;g
zi
ni
A
< J :2
12
x
170.0
42 1,
170.0 620
170�O
in
1700
7"
1 70k
478
17TO RM
170,D
506
170.0 S;-
770 Sig 170,0
1116
170,0
521 1 TU.0
1240
116.0
521 17U.0
1488
14170.0
521
170.0
521 170.01
1983
170.0 621
48,,
170e 708
170,0
524 1 - -0
L770,
850
170.0
584
170�O 992
170,0
630
170.0 1123
170.0 7110
�176.0
1 12-75
170.0
677 17410
41
700
680 1700
I 7W
1700
',7g �611
170,0
50,625 in
i7l),(] 747
170C
563 1 0
8%
170.0
631
170e IM
170.0
664
1-7-011sg
-- -a0s
170,01 723
-1
1345
1700
-170,0
747 17001
1494
170.0
756 170,a
17193
756 1 1700 7092
�700
170.0
756 170.0
2391
170,0 MG
54 in
170,0 797
170A)
612 170,0
06
170.0
61gl
17&0 1116
170.0
754
170.0 1275
170.01 170.0
1434
837-1 170.0
1594
170.0
856 1700
1913
170 0
861 1 1 2231
1700
861 170.D
2SSU
I
170,01 861
60 in
170X 885
170.0
701 170.0
1063
170,01
797
170.0 12,10
170.0
878
170.0 1417
170.01 944 1 fc-0
1594
170.0
1 996 170.0
1711
170.0
1 I(M 170.0
2125
1700
1063 1 1
1700 7479
170C
1063 160.8
1 2680
1701.0 IM
63 in
170.0 930
1700
745 170.0
1116
170.0
550
170.4 1302
170,0
940
110.0 1488
170.0 11015 170X
1673
170,0
1076 170.0
1859
170.01
1122 170,0
2231
170.0
1169 1 166.71 2553
17-0,0
1171 145.9
2553
170.3 1171
ffi in
170,0 974
170.0
789 170,0
1169
170�0
9M
1700 1364
170e
1002
110,0 115ba
1-10.0 1006 170,0
1753
170,0
1155 170p
1948
170e
1210 F�70-0
2338
170,0
127 151.9 2437
11111
-17
- -
:E
�12151-1
a
72 in
170.0 IOW
'; .0
878 170,0
1275
170.0
ION
17001 1488
170,0
1125
170,0 1700
IMO I= 170,0
1913
170.0
1315 4700
2125
170,0
1387 145e
218,1
1488 124.8 2184
2164
170,0 1530
76 in
170.0 1122
170,01
937 170,0
1346
170.0
IM
170.0 j 1610
1700
1209
I I Me 17"
1700 1322.
2i
78 1.
- -
170.0 1151
170,0 -1
967 1700
1381
170�O
1700
1260
1700 1042
170.0 1369 15 2.7
1 D61
17C.0
1474 137.4
1881
163,1
00
15 114.5
86
1 1
14731
1473 982 1861
139Z
709 S6.9
1861
137.6 1454
SO i�
170,0 1328
-770,0
1144 149.1
IYA
1�56�0
1219
UTZ i Izes
136.0
ling
it
121,31 1179 99,4
1398
IM2
IIr2 89,5
1398
1016
1147 745
n98
898
1122 13g 139a
321
1105 55.9
1398
7&9 1096
96 i'
'47 4 '2""
151.5
ION 122.9
tm
121,1
1179
1011 I229
111,2
61
92 1 12
.9 1044 BIA
1229
e9,6
1029 717
1229
82A
10M 61A
1229
7,2
W3 1 $2.7 122
65,9
977 461
12213
62A 967
log in
103.5 971
IOSS
$77 86.3
g7l
99�0
862
74-1 171,
77.2
ti
949
:�1.7j 71r
68 �4 837 5TS
971
618
1125 511.6
971
56.5
615 43.1
971
4-4
796 ITC 971
440
782 32.4
971
40.8 1 774
L
Ill h
95.4 919
973
--76
Md 79.5
919
Big
819
684 919
Me
$06
gg�
71M- 53.0
----
919
563
-
7114 47.1
919
51��S
774 .7
gig
�,s
756 34 1 ii� 'S
402
742 29.8
919
�7 1 3
3?,l 732
12
75 77-
-5 r.
6
V6 62.�
786
645
- -
705
539 786
$58
695
472 726
41 �A 606 41.9
677 ST7
765
405
668 31.5
786
34g
653 2 C 786
31,0
641 23.6
763
284 631
14zn
::j
43� 546
44.2
RU�.4
H7O
312 W
� 31,9
49"
27,3 W
2ff.2 485 243
�.44A
546
26.
479 21,8
US
229
474 182
546
le 6
464 '66 546
172
455 13.7
1 646
155 448
TABLE12B
ANCHOR CAPACITY
ADJUSTMENT FORMULA.
(ANCHOR CA"
MULLION CAR 7) ,T
r- -1X -A
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FRONI THE TABLE) Of- THE
SELECTED MULLION- IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED To QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
S"SStcae
2 7,, Cam-rete
Sk C-fi,
- ifogCow
Meta:
�16` Ell.
114, E Icn
"-w-D-eWalf-
--TW�r�Wag
S/w
1-
114' Ep. aJie OnA.
IWSSEIo
01031,6 ' 412
C.P.Ofty
unnx.
'ift-
Ult-on,
ulp-M.
ult.-
US-
- k,R*--, Agg�ttta
uft
Up-
Ag�fnGnftcf
S-PGS)l �(G!5)
sl_
S-(G5)
Ed
--I -24TF
V 2-112'
-2
--�F- - -- -
1 2 V2-
---- -- -
3-V8-
--
1. 2-IfT
- ------ T-
V 2-1/7' V 2-11T
3-li6-
z
uAw 1 0511"
0 324"
41
1314"
1 13W
1-3W 1 1-3/4'
z-
1211E' 1-1/4.
1-114'
2'
law I-w
-
3901b5
MI,
450 loi, M ft.
3'0 lbs
s3c.n.
220G; 1 870 ins
16M);
2-MI&S 2S!Elts
354 ins 77Zftis�lis
gotint 3141ib
564 los
ni, ft 442 in.
W 4Anch-@2!Aln OC I Sfaii3ao:(�,015gl)Cliii 3k1
740R)S
7,10 Ins
6331bs 1485 figi
rM fns
128NMr
430fi,s 730 Ins
1424 firs
1,41A -60 les
IVA 695 IM 425 ft*
111101M IVA
880 ib
NIA
692 IM 885 lb
112014i
6AnChws@I.?"'Min O.C.I StgodIel In, Offsnti Clip (F9- 4$
B851US
W.
-1946 lbs
g5itfbs 2556 1 b.s
fVA
"iA 705 IF
It. 1509105
1478ft NIA
NIA
WA
lov, to, 137t lbt,
113W lw-
4 Am 110� @ 3- flifl O. C f IZI Zx 5 �9� Clips f (FIT 5�
780 It
68G lb� 1560 1b.
620 ins
1260 tfs
-1 -1411-fiT,7-
7RE -Ib�-'!
56 1,b5
_N/A
FIA -7615 R. -i4w I.
1-iwlno 48 1.
880 So,
iaw lt5
Sw, log 885 lIni
ii-MIM
'(2) 2)15 Amje f(F
6AncW,P3'fA. 0,C (42),5kzje p� s
117011.
117DIb
IM(tlb� 2--43r-
�bo
liig
--T
&M ins 26101 Sns
21144 fins
Sip ti�
1140 tb� 1 sgn igs
I T 111Wul 11221.
1320 �
MM =
1 6,
Anch �@43d kfin 0 C U -Crip. into 125- Alm, �F g-
7:111A
IVA
N NIA
N A
47W.ii�IMDIM
N/A
NfA IVA
141A
I', A "'A
No, A III
'I.
WA
WA NIA
up_ I
'S 06Fii '7�z
6,kiilh-, in O.0 U�Cgp.fnlo, 125-Mum
'i'.
o,
NIA
�IM
n[fA IM
NA
14'.
NIA
WA I IVA
N/A
A tdA
i�
ifA
t4fA i7A A
!V VA
WA
NIA
NIA NIA
21 Im
9Amftm@?68-fAin 0CeF-C3p(Fg gy
370105
3;70
315 Ip-- -743 1-1.
C li�
1111111
6311 li�
2111" 1 965 1"
-112�
WA 2g4joe
iZ
i,n] fei
WA
�l fls 4,12 Di,
Sbi)ms
3 A-N A I 7,,�u(].C.!FFo lF,4g iWj
A s
5 it�s
379
k6
WA a5n
VA
NIA
I'Ll,
511 1b5 664 1b.
tillo IM
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED IN THE, EXAMPLE ON SHEET 24,
A
1-010-yipio-WAM
i elling C.d.
20-0406.0
NOA-N..
FIGURE I FIGURE 2: FIGURE 31 FIGURE 4
o
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
2 000"
GENERAL INSTALLATION METHODS.
k,
FIGURE 5:
FIGURE 6
2) LINEAR INTERPOLATION BETWEEN PAULL LENGTHS AND/OR OPENING V14DTHS IS ALLOWABLE.
F-®
NO, 5,�7
L
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
�250"
-.1
LOCATIONS,
0 T3 41,
FIGURE
FIGURE8:
FIGURE9: FIGURE
ANGLE CLIP
41 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOL I WANI1 GROUT FILLED CONCRETE BLOCK UNIT
FIGURES 5&6)
MUST BE USED
(CMU) SHALL CONFORM TO ASTPA C-90� WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO 01`035�
ALUMINUM SHALL BE 5063 T5 AND BE A MINIMUM OF.125" THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND 046'THICK (18
2" X 4" X 25" MULLION
IN PAIRS.
GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
A. LYNN P.E.
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S.
FL P.E.# 58705
TABLE13A
Mullion Capacity Table Rstfts
Opening Width (for vertically-sparrvrQnndIoas,) or Opening Height (for h3rimr4affy-sparn"g rgfiors)
50 in 60 in 70 in so in 90 in 100 in 120 1 in in 165 in
R.&gua, 1, o ,.pffn no. Rectangdar ToopfTnoop. RectangularRVTn�g. R�Iqjol., Rectangular FfTaong, R.,n.1WI. T1,Wfl..Q. TggfTd.,Ig. Roamr-io, TrpfTn.,gi Roctwgul.' Tralgro no-
2 x 6 x,2& Lording L .. 5w Loading Loading L-drrg Longing Loading, Lod.g Loadog, Loading L-di., Lodng L..dq Looning Lodr.9 Loading L-drq;
Alum. Tube z 2P 21
a - 5 Z
MullionA R as &
1"! �R
I - .
0 E g ��z 8 1, g
fz e
89
I 2 .9 :9 2 <
are
70.0- 455 173.0 744 170.0 4n 170,0 868 17U.0 51 4�7�- 170.0 U0 I ,--F- In- - 9 170.0 1116 521 1713c 1488 170.0 521 170.0 1735 170,01 521 170.0 IgII3 170.0 521
48 in 170.01 705 170.0 -524 170.0 170.0 584 17gg 992 110,0 630 1700 1133 1700 661 1700 1275 170,0 W 170.0 14f7 170g 6S0 170,01 1700 1 1700 680 170g 1983 170.01 M 170.0 22-67 660
%625 in 170D 747 17g,c ge'� 173g i M 1701) 1 6W 11146 17011 6U ',7ZO 1`195 17D G 723 4TZg 1345 1 Ta�Q 747 17q�0 1494 1700 756 IMg 17K �70,G: 170.01 2M2 17SA 219, 756 7
14 in 170-011 797 170,0 612 170g M 170.0 jj�l I j! 1711 714 170,0 1275 1700 N3 170g 1434 170g n7 170,0 1594 1700 856 170.0 1913 170.0 1 1 '70,0 861
2479 1063 170.0 2&33 17OX 10 so In M�l 885 1700, 701 170.0 1063 170�0 797 17GO 1240.170,0 878 170.0 1417 170.0 944 170.0 1594 170,01 W6 1700 1771 170g 1033 170.0 2125 POg 1063 170. 53
-w 117Gg 9M, 170,0 74 1673 170,0 1669 170c 1122 170C 2231 170.0 1169 1700 2503 170g 117 1 63 in ITa 0 1116 170g 850 �70,g 1302 1700 940 �700 1488 17CIO lfr'15f,�00 170 0 t 107W 1 70O 2975 170.0 1171
. 170.0 974 170.0 7e9 170.0j 1169 170g 803 170c 1264 1700 1002 1700 558 1709 IM 17CD 1753 174.0 1155 170.0 !N8 170.0 1210 1700 2338 170.0 1275 170,0 2727 170�1) 12W 170.0 3117 170,0 1286
12. 170.0 978 170,0 1275 170.0 1009 170g 1468 1700 34fM 1530
i a fAg 1126 170g 1700 1700 M8 170.0 1913 170.01 1315 170.0 5 170.0 1387 17Dg 2550 170.0 _14118 170.0 2975 170�0 15291, 1700
26K 170.0 1705
T
[17
103 17:ic 86 g"'
M . ... . .. 7�g 171 171
7E in 17Gg I M 170g 937 170.0 1346 171ig 1080 170g 570 170,0 1209 170c 1794 1700 I= 170.0 2019 170.0 1421 170.0 2243 170.0 1505 17D.0 170g 1629 1 10Z 3140 1 M,G 1694 170-0 35
78 in 1700IISI 17001 967 1700 IMI 1700 1116 170,01 1641 f7frg 1255 1700j 1842 1700 1369 170.0, 2072 1700 1474 1170.0 j! 2302 tM6 1564 1700 2763 M.0 17W 170.0 3223 171.6 Illf 17e.0 3663 170g TM
90 in 170.011328 170c 1144 170g 1594 170g 1328 170.0 18 170.0 1498 170.0 2125 1700 1653 170.01 2391 170,D 1793 170,012656 170.0 1918 m-,Em 1701 2M21 FlW--10 14. 171.1 2173 11,36,51 3413 17001 2361
Uig 7138 70 120�O 31gii 96 in 170c 1417 1700 1232 170.0 1700 170.0 1434 1700 1983 170,0 IM 170.0 2267 170g 1794 170.0 17110 16110 3199 110.0 7- Ia7.4 3199 M.6 4_!5150 170.0 1952 170g 1 2833 24 15%6,1
170�O 1647 �170,OF2ZV 170.0 1870 170�0 2560 170g 2g ;16� 1�1 1711 22"1 1-� 108 1.- 710� 11�. 10. T10g 3 1
=27�1 161.9 233- 123,61 7MI 140.41 2281 1 175,g 2781 125,9 22341 92J 2781 II&D; 2190
7cl!1 �1!454 4�3 45 366' 26 148A 2216 128A 2166 976 2612, 1111 21-16 114 211-2 101,1
6' 120 1. 170.0 7� �7�71 *17% 170.0 2125 1700 1859 15441 2252 135.1 2252 14141 1964 1 120.1 1 2252 117-1, �111 11 1 2152 111,1 1115 998 1872 77,2 2252 1836 676 2252 81.4 IM8
III in 170g 170.0 19613 170,0 1700 170,0 22D3 170c 1932 170g =1 170.01 2149 162.3 22 571 JW
"3 q
1664 72.3 1 373 626 1 t564 653 IS56 560 13n 441 1564 49,2 � 39,1 1564 44A 1283
1441. 1251 1564 126a 1445 101,3 4564 106,11 1425 69A 1 1564 91.5 1407 78,2 1 15641 80.7 1 1390 1 695 1 i t3
I]MZHF-mW--1
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DE,) X ANCHOR CAP
=ANCHOR CAP
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE:
ANCHOR CAPACITY TABLE.
s
31, Go-t,
3,6k Conn.
-4oA cmu
PT Wood
M.ht
Anchor
AneCapacity
T16, H-
U:.r-
W Lk.
UK—
WIWI Di Wait
Uftao.-
Ire
Unr
-Iro
Ultra
---. UW F�.
Ulh
I14- Etc.
Uft-on
3116' D.W111
Un
I',' it SS El..
U= 'AggnG
5t16- Efo.
Qft
1W SS E10.
AggeG.
410 Steel
412 Stec!
#1 2 Steel
(ibs)
I Edgo Distance (Irn
I^ 2�IiT
1
2-1,17
1. 2 V-'
1. 2 jz
-
"IT,
1�
2-V2-
-2
1-1, --Ili-
-I�
2-lil-
1- 2-1/2- T
21
�r
-
E,`� nt on}
I N4' I xv.
1--�/4�
1 -V4'
I -a(4- 1-�V4-
314' I-3f4'
21
1-1W
14-
114- -1/4'
1 -IYI 1-11� 1-W
,x;
7
1-3/F+-1--5n-
2 Anchors @ 4,7Y M 0 C I Stondam or Offset Cffp (FR- 1&2I�
4 Kr�-� @b 4�a" Rn� 0 C- / St.ndri (or Mt� 6r pCR19 -ij
390 Im 790 _U
--- -
'fdU rb� 801b.
T;
450 Igo
- ------
9001b.,
890 Itn,
17M 1.
ibi
31b iir-iii
620 1� 1 12601.
P- E-.
220 r. o
1740 ft
-
1�4 jR
3232 lbs
arg.
Y5
W Ibs
z8a in�
560 lbs
f0ri ft 148U los
-i36 ET
460 Ibs
3TO It,
740 lb�
32
� frP '1601b 7.
-1b.-
Iiiiii;
-946 -fbo
uo�
682 ino
885 lb�
--WO-fbs
ft�,,
8 Aoc�s g 1,71'hin,� Oa I S�nd�-d (or Mot) Ctip (Fig 4)
A�'
1180 fl;sj-14061.
7wl�
-1616 ib,
680 f6s
2�
1-560 b�
946 Ib. 25E[b�
620 lb� 1260 1&.
810 M10 Its
� Ads174%
0 fib,
L
WA
18 In,
WA
540 fbo
91.0 P-
P
WJ -
WA !Qbolbo
NIA Fac i;;-
U75ibs
-lbo
14W Its
740 in-
825 Ibs 19701bs WA
--f65fb 7748 ib�
lbo I
NIA
1, �WGib.
4/A
1892 ff.
1
682 fbs
1770 lbo
8,15 lbs
22410
1120 lf�
-8 A�L±oojjqT_M�� 0,C, J (2) 2�5Agl, Co,� f IE9
12 An.h.. @�� 1,5r Min, 0,C, 1(2) 2x5Angle asp�•J (Fig� 71
4 A-h- 'a IW W. 0,C, / U-Cip, int. 125� At-, 41`ig� a)
1560 1� �1560bs-
1660 Ios� 2100 ft.
MIA WA
1360 Ibo
1440 rb,
NIA
3120 lbs
3-180 ft
NIA
1240 IbI_]j_2520 Ins
126U ros V90 ft
WA V
4-
_
880 fbs 34M 1b5
1200 go 51W ft
-�'-A -W-A
379-1 1bs
WA
-WA
I
.A
WA
s
'bH
13W�J�A
NIA 152 0 1 nn
I �W to.
MA WA
920;b,,
9W lbs
WA
148011no
22201bo
WA
�14% t1r,
2� ft NrA
WA WA NIA
1760165
F WA
3784 ff.
NIA
NIA
IiB ftj
2045 too
WA
1767bs
_nA-am
N/A
22401.
3364t
143D r-
I A-h- -1D C I U�UV, ioA. 125'AI-, (Fig 21
A WA
1W11A
VA j
WA NIA
WA I
WA
UA �VA
NLIA
WA NIA
WA
N/A
FNIA
rw-
WA
2861 ft
2 AMhor, 4 66- Mn O�0,1 F Crp (Fig� Ig):
3901
1 1b,
sw-
1 630 1'�
210
bs
ITnll��
270 los
2&0 bs
354 ft 7401b,
kWAA
230 to,
370 ita
%
320 fi� 374 lbr
3
1 lbo
946 ft
34, fh,
41
4 Amhom 1 71" Min O.Cd F-Gip (Fig, 11).
1296 ion
470 ft
WA.
NIA
47011. 1
NIA 1 533 for,
�0
413 98 bo-1 WA
5
NIA
682lhs
68510,
1120ibs
FIGURE is FIGURE 2' FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9 FIGURE 10: FIGURE It
FIGURE 5: FIG_ URE 6 FIGURE 7:
ANGLE
a CLIP
(FIGURES
5 _ 7)
MUST BE, USED IN
L .1 PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEFT25 FOR INFORMATION ON 2.000"
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 6,
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMAT E HOLE LOCATIONS.
4) SUBSTRAI ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90- WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A2511
THICK,
STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE) STRUCTURAL STEEL TO
BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW U
THREADS BEYOND THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S,& 2- X 6'X.25- MULLION
PRODUCT REVISED
as ... Wlyirig with the Florida
Building Code
NOA-N.. 2"406.03
Expiration Date 05/2612026
BY
Miami -Dade Product Control
A. LYKIN IMIUL, EY,\P.E.
FL P,E.# 58705
I ABLE 10A
Mullion Capacity Table Obse)
Opening 411kith (forverically-sparritrig md5ora,) or Opening Height (fbf tics-fAmYspamiai md1ional
60 m 70 in 80 111 90 1a0 m 120 m 140. 460 m
125 x 3.26ReG*.anguarT,apFF6..y
Rt,,nO Tis, R gi., Tp'Tdi, RlW., T.p[R—f; Rtga TsiqfTi-g R.&qf. T.plf,g Rwfpfif, T,.p7n.Ff;, R-i.gW-., T,.WTs,,If_ R,_qs1 T,aFrrg
x.624
Ldmg L-d,,q L,,.dog Ld',lq L,,fd.P '—ding Load g L.6mg Lftq L ... �P, Loft q Ld.,g L.aM,,q L..dia Li1mg Iftg
AtUM. Tube
a
`5
g 'a:
Z; E
is E
Is %
52
2
2a 211
5
W0—r==.7
-7,7.
1700
744
_170,0_
78 170 0
N6
1700
506 170.0
992
110 0 519 IM0
1116
170.0 521 170.0
MG
521 1
1488
1700
=21 rl7lf 0
1735
1 1700
521 17(1
1983
IT0,0 621
48 i,
170.0
708
170.0
524 170,11
860
170.0
584 I?j,D
91J2
1?9,0
630 W0.0
1133
170,9 661 170,0
7 1",
1275
170,0 677 170.0
1417
170,0
6W 1705
17M
1760
169 1691
1
17(fi)
680 145,
0
So 625 m
Im a
742
im 0
563 170.0
896
1700
831 17
700
684 1700
JI95
1700 723 170,0
rl
1�4
170,U 747 110,0
1494
170.0
756 1 Mi)
1793
170,0
76 162.5v
1877
170.0
756 133,6
1877
170C 156
541,,
170 0
T97
170�0
612 17 '0
956
1700
1
170,0
754 170 0
1276
170 0 W3 17D 0
11134
1710 837 170 a
1
170,0
856 156A
1759
110�0
061 134� 1
1 1759
Irea
11 861 117 3
1
170 0 861
301n
170 0
M6
170 a
701 1100
1863
1790
797 Vail
124D
1700
078 1700
1411
111) -a 914 161A
'611
To 0 996 145,0
170,0
1033 1208
1511
170A
1063 1036
1511,
770 a
t 1063 93.6
1611
170.0 1063
531
170,0
930
170,0
746 1700
1116
?70 0
as, 1704
1302
170,0
940 1166
1370
17C 0 1915 139 2
13? 0
170,0 IC7 125.3
1370
114A
1092 10414
1370
115.9
1,072 99,5
1370
IMF 7R 3
1370
I{a 3 1070
66"
170-0
974
1700
M9 110
1169
170.0
903 155,S
124E
1700
1002 136,2
1248
I666 1013 121 1
L
1248
t08 9
12AO
139 0*
189 9D 0�
12�a
1314
SM
129.0
68A
124E
129.0 976
72
167 a
'049
1700
878 139.9
11,IS
l6c,Z
SK 119 9
11349
132 1
875 1049
1 OU49
114 1 860 932
1049
ta 7 t:E K, 9
4t
1049
7
838 69.9
104S
943
1 82. 2
91.2
620 1 524
I6.9
91 1 an
o
76
14i,7
941
I
149.1
822 1189
941
1269
905 1014
9,11
1112
791 992
%41
100.0v777 1 79,3
941
91 f66 114
q4I
135 5
757
7�
71.4 51 0
941
Tki)
06
�7
I
ff
7E in
1320
394
137 6
7E3 110.0)
894
116,9
—
767 943
—
834
-
_IO2 4
—
763 02,5
__
M
-
__�l 9 � `40 73 3
__
884
- __
84.1 130 66.0
_
78.3
721 :;jj]:j
_L
7D 7
__
1, 707 �7 1
894
67�0
70�, C41 3
854
36 1 598
90
855
50
08.7
596 716
671
74.9
585 61,4
1
_v_
�,2
53 7
Ln_
671
6T2 bGb 1 47.7
671
529 1 668 43.0
UI
48 8
551 358
1 &71
431
1 .1.9 30 7
671
397
5 1 9
671
6
_2L9jE2
96
7138
-0
5.
728
527 5SO
5@0
614
518 50,6
590
53A
509 44,3
691)
47 5 502 39 3
590-
4 494 354
T�l
SID
39 6
4430 295
590
3� 7
477
77 26,3
90
316
469 2;1 1
4
108,.
497
466
50.0
421 414
466
42.9
414 3G-6
466
371
400 'U'l
466
329 4fQ 27,6
466
297 396 24.9
466
275
391 207
466
23E
382 It 8
465
712
T 375 la a
466
Z,: 370
111 in
45.8
441
48.7
ICO t 382
44 1
39.3
393 327
441
341
187 213 6
14dt
30,2 382 264
-1
272 376 22.9
I UI
2.43
372 19A
441
21,S
363 164
193
AG 143
441
17 35,
120
36-1
378
36 9
344 34.2
378
3Y.4
334 2n.9
3N
26:9
3a� 227
1 316
-13, i 3zj 20 1
3711
18A
178
19 S
321 la 1
378
167
314 Fl
Wia
21,0
Z62
21,2
242 r1_11
1 2
262
1533
F2
TART r lnR
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
(DP_) x ANCHOR CAP. —,—
MULLION CAP.,_—)
=ANCHOR CAP.,,,
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT Is LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
_rrZeJUAJTPT
Vdood
Nett
Anchor
3MV EW.
IW Or.
x1a, 114" O.W.It
511
311T El.
114"EI,, WIT laeW.Ift
i
1141 �wall
IN�,8s El-
114"SS FIF.
�11SIIJ 412 �Sll�i
1e6
Capacity
Anchor Type:
Ukr
Uffa
uft+ Ulf,.-.
Ulf—
Lfifn
Ulf,.— uft..—
UA�
Alla,.Gat., UIT--
Agf;�G.to,
Edge 0W.." fm),
lt (,.y
I" i 17
�' W
F Y112
1 ' 2-1
11 -117�
I_3f`F 143W "14 1:2�4
±
1� 9-lr2'
1-1/4' 1,1W
V 2-172' I"
1-1(41 -1/V 1_I 4F'
1 M
1-114" I.IA"
3�vw
I-IM" 1�1�
2'
2'
0 4B 0,W
0_324'
a_-
2 A�h 0 4 7r� Mi. 0�0 I at-�,d
0�fte Flip (Fig ly
390 lbs lbs
4,50 ftc I 8�O ft
—
illl _R4 �9_16S 870 ib�_
_164W7i��
�60 l�
-64 lbs 740 Ibs 1 230 ft 370 [W
320 Ibs 580 fl�
,
a74 b, 6I54ft
_ —
6��G�
_i,
5w fbs
2Y,
480 in 1W fi�
WA TWA
320 I�
1250 Itr 3701.
WA
W
lb�
NiA'
740.1b.
WA VA
�A
NIA
4 A-f�,; @ T Mi, 0,C, i 112.5 AVi, Ups I (Fig -a}.
7W o, (!nlb.
Ibs I— f.
cs
.,w ,.
I.
0 [t!
610 Ib, 116C fb�
41 �W 88D;b�
-189TIb
- -
GMI� IM
-------
120 lb�
3 AiYfYrs g, 0,W M,, 0 C I Op, .0 . TO' �— {?-_Er 41:
WA
WA WA
�'A
11 11
JA
twA
VA VA
IVA
VA WA
NIA N/A
VA 1wx
hlA
NIA WA
0 Jt�
I AmJY, I F: ,p IFig .5)
195 Its qS 1b,
225 1b, 445 ft
155 ft
316 is 110 ft
435
370 lb� 116ft
1861 b.
160 11� 290
1 332 R.
473 t.
1 170 ft 27i'
2A,wfi— 1 15- MiiI OC/ F Y
2402 350 lbs
WA WA
lMto�
1
L:11�JA
�bl
IN
NIA NA
WA
341 I� lb,
ft,'
NOTE: FOR [HE Of FL. I CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1:
FIGURE 2.
TABLE NOTES.
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
L
L
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3
ANGLE
CLIP MUST
31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE- FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
BEUSED
IN PAIRS,
4) SL18STRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-990, WOOD SHALL
FIGURE4 FIGURE 5:
FIGURE 6'
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO, OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF, 100" THICK. STEEL STUDS 70 BE A MINIMUM GRADE 33 AND
_046'THI1K (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125"THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
0
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8S,S. OR 410 &&
1,25'X 3 25'X 624'
MULLION FOR
FELD MULLED UNITS
1 L25" X 3.25' X ii
MULLION FOR
FACTORY -MULLED I NrTiS
PRODUCT REVISED
as conwirying with the Florida
8.11elling Code
NOAN.. 20-0406.03
Expiration Date 05/26/2026
By
MI.-I0.d. Prod..t C..t,.i
F
ell,
P.E.
FL P.E_# 58705
TABLE 1 1A
MOM- Capacity Table (lb.ffe)
Opening Wolth (forwitically-spaming mdkoi orOpening Height(for
bor,
60 pi ru'r 00 1, 90 Ti '00 in 520 140 160 1,
1.25 x 3.194
R-I.pl`FprT-'R.-tiv. Tri
7—z TVI T.pTfrgR—
x 624
LOH- L.W
di Ladmq L-ding Leading L,,a,U t-I,,' -Tading Ludng L.�i.g Loading
I Atunn. Tube
ZI
43
5 a
Z
M. Ilion
r, ',I a
2
ts
t E
o 2
o I
p
8 0
r2
�g
%
Sa QC
,12 m
D 620
10,0 435
170 T -74
711
1700 479 71700 668
1709 606 i7o 0 992
'TUX
E-19 1700
1116
1
170,0 521 170 0 1240
ITO,O
7
i 488
170.0
�21 77 D 1735
'700
52; IMO 1983
17[1�0 521
4B..
170A 708
1170 0 52�
gO
170,0 650
170o 584 1
-70
1 700 63b- 1700 1133
--
1700
GOT 170 0
1275
- - - --------
170,0 5�. 170 5 1 W7
ITC, 0
680 1700
-,7m
1700
ON 170,01 11983
7001
680
5062.5 .
170,0 74T
170 0 563
1700 896
1700 631 170,D 1046
WED 664 !T00 1195
WILT
77,3 ITO 0
13,16
1700 747 170o 14M
170,0
766 770A
1793
170.0
756 170.0 1 n42
-,70,0
756 IMO 2391
170.0 756
wit,
7
1700 797
1 0 0 TO,
-
ITO D 512
-
1700 956
--
1700 691 1700 1116
ITO � 1 754 ITO 0 '275
170 0
170 0
801 1700
1434
170 0 1 837 170, ISU
1700
856 [70,0
1913
MGG
861 0.0 1 2231
W
170.0
661 1602 2403
170.0 361
1
f
lip I.
vIi si
'TO g
TYG�O TOI
1700 1063
1700 197 170 0 1240
F.1754
170 0 1 978 11 -',,11
"TO a
&" 17U
1694
IM0 1 996 170�17 1771
1700
1033 170c
2125
173�0
1063 148.3 1 2 !it 3
1700
!OE1 1298 1 21.63
17LO 1063
63 m
66 m
170.0 930
170,0 9M
170,0 745
170.0
1 TD_O J"16
IN 0 1769
1700 170.0 IM2
170 1 903 1 1700 136A�
F�
I?LO 010
'TO 0 1
1700 'ov 1700 1 1 q58
170�0
170 0
1615 170 U
lags 1700
1673
1753
170 0 1859
=1 55 1700 1948
IToo
1700
4122 166.9
1710 1430
-
1966
1. 0
1700
-T1-1A '- ji-m-G-0
110
1271 1216� 1111
1710
-1-1-71- 1-17.7
1286 107�2 1 1966
17OT 71
A1286
72 in
170 C 1063
170o 1 878
1 mit 1275
J609 V0.0 1498
fTOO 1213 1700 IM11
�70,0
1228 1641
1734
170,0 1311 136,7 1734
16� 8
1386 1166
17 �
155 9
9T, 1 1 1734
160 4
1352 all I 11-4
1502 1352 1
76 m
I 700 1122
17-0 0 --
937
41
1700 1346
1700 1880 158 5 15,58
q GO
12 - �147
]7 7
285 1311
1656
751.5 1266 117 9 I556
1413
1251 98,3
Na
1556
12&3
1
1M B41 1566
122 3
1219 733 1 1656
1212 211
78,,,
-
1 70.0 161
17C,O 967
1?0 0 1
1361
t760 fff6 155.9 f477
'�G
'�ti
169.3 T241 136,4 1477
" "" '�W'
"1
U
122 1212
1477
1391 1206 Ia9 I M
12R5
110 909
-16,9
1169 77 1477
1108
15
11� 592 1411
1D9,3 71�
go i"
96 1.
C 111
-1 4� 120
117 +CK50
146 5 986
1203 872
118A 1110
--
97E 9T5
123,9 $59 1 101,5 1110
-- F'- I —
101,5 856 83 6 9?6
107,9 951 GO 6 11 Itt
- — ---
683 642 732 975
96,3
—
78,5
936 76-9
-- ---- - --
879 650
11113
- -
9T6
$7 5 9� 71 0 1110
-- - ", - -
712 817 5815 975
60 7
- - -
654
OIG 59 ?
- -- --
OD7 468
1110
---
9A
713
SSI 111
I --- —
769 '11 8 9757
656
I
523
Z79 444 1410
36,6 975
621 870
19,3 76f
840 06
385 771
70 1 "1 1- 271
1 3 674 S14 7 F,
54 3
664 �5 7
771
Igo 666 tI 1 771
9
64T 3,1 3
771
632 294 771
1 257 771
124 612
767 730
77 3 661
L -
63 1 73
- --A-5-'
, I
5 65-, 1 73-0
563 54G 47 730
49,9
63� 42 1
730
45Z 622 37�O 1 K
41 1
5�4 3 1
7 B&
36,13
3 0
000
-- ---
120,1,
-----:M,7
7S, 324
—;�33
61 0 1 1369
499 624
1,12 560
4431552 375 U 2,4
39 2
-iJ 1
6�2435
3 537 30.0 624
531 91, A
624
277
;'M
�j
141
11 1 MO
jig 1 �433
214 1 �3.�, 01 1) �1, 3
,go
254 390 217 4 F 3
22 4
'0 0 38,
111ININAIM
ANCHOR CAPACITY
ADJUSTMENT FORMULA;
(DP,-) x ( ANCHOR CAP.,_,_)
MULIJON CAP.,
USE THIS FORMULA TO OBTAIN
THE 'ANCHOR CAPACITY
REQUIRED" CORRESPONDING,,
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
SELECTEE) MULLION. IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
T-spb,,tr1#e
2 R C—MT�
iu iu
PT VV-d
f4eml
Anchor Aic Wr Type
T16, E t.
114, Etc.
allt7 Dmr�i
1W D.Walt
5!16'EL.
3, 16' Efit.
I;1 Etc.
2'1t3` �Wm
IJ4'SS Ek.l 511 Ej-
ll� SS Lk.
--10 St
st-I
Capacity
ugagro,
uaw—
ulli
Untoc-
011i
III—
ufl— ug--
A9910r-a� 1 Ull�co
A99.C2Ior
S—(,15)
sr-(G5)
(1b.) Elgf� 15. ,V�
—Am-r-
—75'mip —�mo
1-&4' I-W
2-112'
1 -31 If'
—M
V 2-112-
t�Wt' I-1W
Ftb�
V
1:574�
-Z� -'9i0-Ib-sT
3-118'
1 � 2-I'T
I'lle
'1290 —b.
1
1- V 11�
`4" 1
-3710b—S
1W
It
—!Z-0 —M�'
f--2
4 O. I sl�a-row6 C5EF—(Fijli��,
tits --
3 1-0 no �30
f
1-M-b;-
35A tto 740 MS
2W fli
F'IM
341 fbl
44i-la-
4AIppors §I_Ib� Min, 0 C, .1 Stardard (or Offset) Clip (Fig, 2�
L
460 IbS 700 lb�
NIA Wf320
11�,, 1260 IbO
' ibO N/A
NfA
WA
NIA WA
111 740 �M 14-A-r—NI—A
—111A—j--WA---
NIA
682. �11,
I eos ID,
I
4 A�opro LD Rili` (2� 2.5 �gti, Clip- (F9 3y
780 Iot, 780 It.
fp� ISW Ihs
6201. 12SO tbs
Z��—ft —IIEI 5
181
-- -Mol-bo
540 Ito 560 M
NIA 760 Its
460 fbS ?Q bS W ITO 116D fM
748 Ito TIBO br
18, , bs
"o
II;N Im
.C' j U Clip. Tito, toy A.- Fg, 4)
111A 111A
NIA 141A
141A t4
WA
-11 -WA
T— F�—
N A I WA NIA
UJA I NIA
WA
R.
--
1267 IM
I i-h,ff "lip (Fg, 5)
to
110-25-1 4,�16s--822-lbs-
I —35f-740 �M
f, —Im ±85 rm 16() 111 b, 2Iln itm
187i� 1 332 tb�
78 6s
To Ills
221, flo�
280 IM
@ 1 15- tviir, 0Cj F-ClIp <FI;L 6L
240f- 3501.
WA
N/A NIA
160 It. 630 11
It
185 It. i
NIA
NO I E: FUR I HE; CIL 1- 6 L I U LIP, U6L THE SAME ANi K PA I TERN RN AND ANGHUH VALUES AS I HE 6 1 ANDAH U, CLIP -
FIGURE I'
FIGURE 2
FIGURE 3,
ANGLE
CLIP MUST
BE USED
IN PAIRS -
FIGURE 4: FIGURE 5 FIGURE 6:
TABLE NOTES
-,� SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDCR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES 1-0 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF, 100" THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125!'THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I M S.& OR 410 S.S.
3.64"
Lo 624"
125'X 2L94"X 624"
MULLION
PRODUCT REVISED
.. —plyi.9 with the Florida
B.Hafing Code,
NOA--N.. 20-0406.03
E.pl-fi.. Data 05/26/2026
BY
Miami -Dade P-d..t C..t-1
Ly-
705
ms%
v- (5
-ATE OF
/0AIAL
"' [I' L A. LYNN U! CER, P.E.
FL P.E.# 58705
TABLE14A
Mullion C.p..!!y Table Qbsffle)
A14CHOR CAPACITY
Open" Width (for wniciaily-spanning muf.ions) or Open" Height (for hanzontally-sparriing aidlions)
AEUUSTMENT FORMULA:
ANCHOR
ANCHOR CAP.,-_)
)X
-- (MULLIONCAP,-,-
SD to so. 70 in
PapfTdangl R-tangf. T.pl`rn�
80 in 90 in 100 in I in 140 in 160 in
-J ------------- ---- —
R-cna,,tIn TmpffnanI. R�nangular Rdrgfl., T.ptrIl.,g TP�Trlarg R-Wng�w
T"PrTn"'
L-1wQ9 Loading L-diG -dire, L..dng
Loading L.d.g w.dipq La L�&ra, L..dIrg Lad�ng t-ding Loading L-dng Loading L..dirai
I-125" Alum
Zz
1:7-�-- —_I
Z�
2�
=ANCHOR CAP.,
Tube Muff
&a
G a
a
ro
3.
a
K
g
P
USE THIS FORMULA TO OBTAIN
'INCROR
§
5
T HE CAPACITY
REQUIRED" CORRESPONDING
421.
1�2
526
16-10 428 120.2
V6
1489
419 103.O-F526
90A
1 526
1346 411 801
5�
i341 411 A
526
1341
-11 Sal
526
1�1 411 51.5
526
1341
411 4-1,
TO AN ACTUAL PRESSURE
48 in
966
03
10� 07 5
-50
403
N 7
a25
-403-
138,4
320
8:�.f 7 53,7
403
i 483
791 316
-
�3
- -
78 6
— --
314 403
1
-
4W
; �1.5
78,6 314
�3
7&6
314 30�2
1
403,
78e
314
REQUIREMENT FOR THE
----
5062,6,n
-
a 3
-- -
W2
- "",I - - -
91 0 301 Mc
-
-W2
---,
7,q 3
294
-111
2e2
- ---
71.9
2a0
_
'a, 6
�.4403
�
_ — --
67 2 286 45 7
-- --
-1
362
----t—
64 6 i 784 412
362
6e,6
I
283 U3
262
- -- —
62.5 283 MA
—
362
--
635
--- —
2a3 26,7
—
362
—
615
—
283
OPENING, WHEN IT IS LOWER
THAN THE MULLION CAPACITY
1
t6
54 m
118
1111
74,1 267 565
3118
6.412
261 48,5
318
57.7
256
ij �Z4
318
535 1 257, 37,7
ale
8� 250 a
318
49 S
24- 28.3
F62S8
318
491 241
--
318
491,
248 2t2
318
49A
218
(FROM THE TABLE) OF THE
SELECTED MULLION. IT WILL
60 in
63 ul
49,5
4.,/
258
234
219 41.2
4, f, 200 3t� 6
258
2M
45,7
3`4 1
j,; -,
214 .3
195 305
-179-
258
-2-1'3-
40�7
7
-�S-
210
�.2
9
258
Z-A
-211-
27,5
31 e 189 227
--2-7-(H
258
n4
Z4
349 1 2N 7t-
79 4 1813 al 4
2
KA
28,0
203 20
184 17 8
2N
32, 21 201 1?.7
2r 6 !E3 153
258
322
265
201 16,6
IM 13A
258
234
12,2
26 5
all
183
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
Iib,n
37
la 81
26,5
r-2-3-2
1-73 206
1711 173
213
251 170 186T-�;T
-1
- 155
213
222 167 Ia3
'113
2.0
168 116
213
7ZO
166
ANCHOR OPTIONS FROM THE
721,
28
30 '5e
30 1 155 23,9
179
256
152 20,4
179
22.5
149
17,9
17S
203 147 15.9
179
18 7 145
ANCHOR CAPACITY TABLE.
76.
21
6t
114
161
190
Tan
11,2
16,
t7.0 t33
H
78 In
225
t5Z
23.5 t33 t8.$
152
19,9
13i 16.1
1217
1
128
TARI F 14R
Snlbs-
2, Tk 1-n-n,
31, C--t�,
151, C-
(w�ij
M�wj
Anchor
--8
3111�'Ef. —1w ivl�
-I
3115- Dew.117
I
lw-De—wea—
5,P16- E�.
3;I&'Ei-
IWE 311&'L�W&t
V41 DeW.11 l/4"SWFEI-
912St-i
Capacity
A-hn, Type:
uift-- uft-�
ul-,
un-on;
UN-
Ufn-Agg.Gt.
I Un--
A99.G.I.
S.- (G11 Sc- (G5)
!Z121�1-1,
(Ibsf
Dmten- (r).
Edge-
1" 1 2-1/2', 1 "
1 21,12"
V
-112"
j 2 -112-
2412'
2-1/2" �118�
2-
--648- 4-
3 324"
-
F.b.d.-i I.1,
-11-11111--- _
�3f� I I W T 1-3/4-
1 1-3,14-
1-3W
I�C3141��
�j 1-N4'
2-
1-IM"
I-1W 1-114'
T11w
1-1W 1 -A,' 1-1/4'
4 Anch- @ 3" Min, 0 C, (2)
q-
2x 5 Angfe dips (ff�� 1�.T
180 ft 1 78Z IL., tbsj
0
7-6 -T
62-0 'E�
jj�
+ 0
41�11�4's
b�
66-6s-T 740 ibLl
640 In.,
1 60 In, i 748 ell 880 in.
1992 lbs
R2 It. 885 �b�
V, 26`1b�
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) 0 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 0 19 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS-
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS, HOLLOWAND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-F5 AND BE A MINIMUM OF,12511
THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125* THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 410 S.S.
126"X2.IVX.125`MULLION
(INTEGRAL FIN MULLION)
P
az
ZS ndimg Code
A-M- 20-0406.03
�7.
C"5
X,
A. LYNkrWILLK P.E.
FL P.E.# 58705
TABLE15A
Mullion Capacity Table llbsifl?)
ANCHOR CAPACITY
Opening Width (for vertically-spanriirg mullors) or Opening Height (for rionmritaffy-sparnting auAi� )
ADJUSTMENT FORMULA;
3,26" 30
50
L-di
60in
I
�kg L_,rM
Loads Ttl
70
i
R
.4`9
in
L-Ift
801n
R
L-Ong
90
_FWT��a_ 1�mngufer
ng-
LG.g L-ong
in 100
TrapfTdwg- F�-twvufm
L..&,Q L-&Ig
in
TraplTdang_
L-Mg
120
_R_-'g.f
L-dng
h 140
T,.p'Td-g RI� In,
L..&N
in 160
T ii, RnI
L.,A.g
in
%pfTn1_w__
W'aq
ANCHOR CAP.
(DR.) X �A
CA
MULLlOfV P.
DEG. AL
SAY MULL
a
a
& &
'w
& a
y
LK
-
� A
i i
=ANCHOR CAP._
USE THIS FORMULA TO OBTAIN
3
� I
I
1
A
1
f
H�
et ci
� E 2
- 2 61, 2!
8
t
5
g
g E
i
�9 g
g
g 9 ? -
- -E z
F
� 5- -
t
g a
E -. &
g 8 5 W 6
g 8 � G
5 gE
THE "ANCHOR CAPACITY
<
REQUIRED"CORRESPOINDING
_170.6 -62-0
17-D,D 435 170.0 744
170-0 478
1700 868
170.0 506
170.0 992
170,0 Sig 170.0 1116
170,0 521 170.0 1240
170.0 521
_170.01 wa
17g
170,01 521 =70.0 1735
170�0 521 149.1 1740
17GA 521
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
Bin
170,0 MR
1700 524 1700 850
W
170�O 992
170.0 630
170�0 1 1133
170b 661 170,0 1275
170.0 677 170o 1417
m, 680
152,21
"0A' 1-1, 16-
171D,. 680 114�2 1522
1700 680
OPENING, WHEN IT IS LOWER
W625 in
17010, 747
170,0
553 1700
896
1700 i 631
17'0,0
1046
170,0
684
170.0' Tl95
1700
723 170.0
1345
170.0
747 164,2
1443
17C-C
756
136-9 R43
170o 756 117-31 1443
IT(LO
7% 102,6
1443
170.0 756
THAN THE MULLION CAPACITY
(FROM THE TABLE) OF THE
5 4 �n
4 n'
1 70,0� 797
170,0
612 170,0
956
17 Gg'
170,01
1116
17UG
75�
170�O j 1275
170,0
803 160.4
1353
170.0
83 144.3
1353
170C
856
1203 1353
170o WI IM I 1353
170.0
861 2
1,151
170T
SELECTED MULLION- IT WILL
YIELD A MINIMUM ANCHOR
in
60 in
I 70.0 8aS
170,0
7DI 17e.0
1063
7. .1 797
16TO
1218
170.0
878
14Q,l 1218
170,0
944 1129.9
I
1218
159.G
936 116.9
1216
r17 "2- 1
i52A
924
97A 121B
146.1, 913 IM
146.1
913
61 in
17001 Mr,
170,0
745 1706
IfI6
IM01 850
1552
1150
168,8
933
T - -
131A j 1150
153,0
914 116.8
IM
W�g
89G ;05�1
11-10
2
134,2
-
885
87,6 IM
_51�5j
__ _ _ _
126,71 871 75,1 1 IISD
126�2
870 7
I_ 2
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
6- i.
17001 q?4
1700
70.9 1524
1 W
t65.81 881
130�6
1048
146.6
M4
114,3;j ING
133.1
M0 101.6
IGQ
123A
839 914
1048
'I G_ G
1166
630
1046
1114, 1 5 1
109,41 65�3 1 1048
821
-
1 M.2
818
'M
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
72 in
140.81 880
147.9
764 117.4
GIG
126.0
100.15
5W
110,6
724
88A 980
100.0
722 78.2
ON
92.0
712 70A
880
862
703
1511�
-,2 693 M1113 660
9 1
RT
76�5
71, 1
I
6BB 44.0
8W
IN
764 688
76 in
119.71 790
1251
99.8
I0S_4 676 41
85,5
790
E7
933
663
748 790
819
662 665
7M
76_9
643 59,9
790
71,7
635
499 1 790
85,1 624 42.8 7190
MA
k44
619 374
790
615 617
73h
IIGS 750
115,5
657 923
-160
M'I 60
79.1
750
86 q
632
692 750
771
�21 61,5
T51,
70S
612 55.4
750
65,7
SIG
482 750
59A 594 396 11 7%.
562
5M 34,C
750
'Gg
555 586
90 in
72.1 563
74.4
600 60.1
563
62.9 491
51.5
563
54.8
483
1 563
4&9
475 40,1
563
44.4
468 36.1
563
40.9
462
310 Gtr3
36,2 452 25,8 56-1
333
445 22,5
M-3
31,8 �2
961.
1 1
443 49,6
495
51,6 436
42.4
496
44.8
427
�37�.1495
39.9
4:2
3a
4 'S
36.1
-9
415 29.7
495
3-1.2
40
243
4W 212 411
-.6
- 186
491
:2 390
ZEG
IM m
411 391
42�6
353 34,8
_3sl_
_'T5 T _Iw �P
--m-8
-
391
-
31.1
-
342
Ml 391
-
Z 76
�f �3
_:�D
1,
_
39
24
333 20.9
'91
22.8
328
17,4 111
_
117 321 14.9
315
III in
11: In
�112
1,11
130 330
27S
370
28,6
325
240 370
M3
320 21A
G
37711
11.2
370
2"
012
160 370
1&1 305
120 in
30A 317
30,9,
289 25,3
317
26,0 284
21.7
317
225
280
19.0 317
199
276
1
[3 7
F22_:
1 7.'
273
±a91IT8
144-
17.6 22C
17 A
203
1
TARI P 11R
suirtnte:
-2--
7iGonn�____
_,n
3,5k cn.,
HMnw CMIJ
FfladMj
PfVV..d
Anchor
-I-
1�*�_E.
t Iw Dew�l
1!111'[]1.
I'll 51.
111'11� 3116�_cew�.�t T _�4;'_D�W_ai_ 71W S�Ell:o
glost-1
it St
-apacity
Yip
Ul5racT�g
M
UK.
Jft-
'jil-n
U-.. UWn.- LAI---II
c�5
S� I
.111-2s"11,211
.21-1-il
c5%
libel
Fff5i;_yjan�eo-)'
2 1---
112-
1�
�IS`
1111'
V
2 112'
1 *
2-V2, 1
2 1/2" 1-7-2-1
1-314'
1 1-314" 1 1-3/4"
-1", 12 31if4Z I 31PV'
I 1A"
I-V14'
I 1W
1-1/4' 1114' i-iw
z
i-ve,
Jill
2I�15A911
CLPL n`1
3901�
3-0 tt�
45G ln� G
I- G-- 8 1.
G'.
27 'b�
70 ft
280 ft
354 ft
580 fbs 3741, 7211 ib�
N6 11�
341 bn
4 Aml a 16" M- 0 C. 2L�� Angle Up. I iRg. 2,'
W tbs
NIA
1160 l� 748;tc 1 880 ils
_L
6 A,. Wrn g 2 7 1' Min, 0 C, �') .1. 5 Angl�_ c_hp_e_ J 'IF
'.'
84. 1.
G '.
WA
1 1059 I� 1 645 lbs
"In 879
0
T327
FIGURE 1.
FIGURE 2
FIGURE 37
ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS.
TABLE NOTES I I SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2} LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90-WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55- ALUMINUM SHAi L BE 6063-T5 AND BE A P49NIMUM OF126'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK 118 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST . 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S.
30' BAY
MULLON
PRODUCT REVISED
as cumplillng vdth the Florida
Building Code
NOA-No. 20-0406.03
Expiration Data 05/2612026
By
Miamil-Dade Product Control
"011it(141'
C E N Et,
` 41115
'ATE Or 441
tOR
y.
A LYN 11LFi,'P.E,
FL P.E.# 58705
TABLE16A
Mufflon Capacity Tab a CbsWj
Opening Width (for vor6calty-sparwirLa mtAions) or Opening Height (for horizxk3Hy-spa"-mg maliom)
50 i. 601.
70 in 80 m Nm I 111
120 in f40 in 160 in
-1 g. Rectangular Twltd-g
rat=_ Tn CI Red.gull, T,.pffd.�q
Rct.Qw m� I Tp
Rectangular TIVITfl., R��t.�gW., TmpfTd".
3.2V* 46
LDwft L.dg L-d�19 L.&W
L-dig L-diN L-I.I; I- L-d�,j Ld�q
L-dng L..dm L-aw L-drrg Eating lasing
DEG. AL
Ifa
TF_
I
BAY MULL
&
Cl1.21
a
35
2-
11-il';
S
1_�
3 5 R
t
6
< zi
<
<
t17
<
42 1�
170,01
620
1700
425 IM0
744
170,0
478
1
868
17001
-N 70,0 992
1 1
170�O
519 1170.0
-� I l,
1 16
^70.0521 170.0 1240
170,0
521,
170.0 1488
170,0
521 170.0 1735
�Ttl 1-1
RD,0
521 160.3
1871
�70,0
1
48 m
-LI-0-0
70L
1 992
630 1170,01 1133
170.0
661 I7II�Q
1275
O.0'; 677 170.0 1417
1700
680
1113
163.7 1637
11
170,0
680 140,3 1637
170CI
122,61
1637
170,0
680
50.625 D
170,11'
747
1111,0
563 1-11,11
IRI
1711,1
131
111.
11415
170,1)
684 170,01 1195
170,0
723 1170-0
1345
170.01 747 1 T70,0 1494
170.0
759
147.1 5552
1-10,0
21 "52
756 126A 1552
1-170.0
-75-6 110411552
_1_70.0
756
54 in
170,0,
�j
707
�7
170,0
612 170.0
956
170O
691
170.0
1116
170,0
754 170-01 1275
170.0
803 170.0
1434
170.01 837 155.2 1455
170.0
856
129.31 1455
170,01
861 1 0.8 1455
170,01
WI 97,0
1 1455
170.0
B61
60 i.
170�
_fl-
-W�5-
- -
170O
- --
701 170�O
- -
IM
--
170.0
797
170,0
12,40
ln,,G
879 157A 130�;
170.0
- -7
1 -
-
I-IIJ� 125.7 1309
1635
994
t
104.81 t309
1571
962 89.9 1509
15TI,
982 786
13%
157A
982
M-2•
1 4
936 SIA 1247
-
135�7
935, 7-,,+31�247
135�7
935
63 1.
17001
930
170,0
745 170.0
Ilie
1700
853
162,9
1247
170�O
940 142.5 1247
164.5
W3 126,7
1247
15ZE) %5 1140 1247
1.43
952
�5.II 1247
66 h
170�O
1 974
1700,
78q 170�O
1160
170.0
903
148.4
11-
1-1
_Wi IZO 1190
147.9
945-1 1154
1-1-90-
-1-36.5 928 1039 1190
12BA
914
m .6
:0,,100
5 74,2 1190
11&1
M3
w
1181
893
721.
1,5161
1010
leg 8
877 1343
144,6
859
1154
1010
127,2
842 101.0 1010
114,7
824 WS
1 1010
105.6 817 80A 1010
96.9
607
1 672
795 , 577 1010
87,8
790 w5
1010
87.7
789
76 m
1374
06
143,6
7-1111;�
905
1220
775
98,1
1 9D6
1071
7.1 -
-2
70 7�3
M2 7. 3 1 906
82,3
M
5'
57 .1
74,7
711 49A 9136
71,2
7f9 4Z9
906
706
708
M
n in
127.1
:71
961
1325
754 105.9
551
112,5
7,18
a
m
9&6
725 NA Wf
W5
713 L0_6
_nl
_L1. 0 703 111.1 161
15.4
53-11 1151
W.1
"I -A
7
861
633
� 1.
W
854
574 68,9
6W446
M 1
5%64
1
646
E-!L 7 W
56,1
545 45,0
E46
50A 531 41,4t646
4?,G
53G
X5 W
[284
415
519 29 5 646
382
5171,
I 2�,9
546
-5
507
96 ,,
68.2 T
lift
70A
'
499
9'
481
558
_62_9
514
491 � 42.6 568
45,8
483 379
1111
414 416 14 1
38,1
470
568
33.4
459 24.3 568
30.5
452 f, 21,3
568
n1
447
108 m
47.9
449
48.9
-
405 39�9
449
"2
342
-
449
35.7
_T93 29.9 449
31 7
W 266
449
28.6 382
III !il
1
44.1
425
425
e,5.0
36IS 35.8
V427
31,5
425
32A
MtI7 . 425
291
367 24.6
425
120 m
34,9
364
35,5
331 29.(
_21,
24.9
364
258
321 .8
2 114
221
317
144 1,,
20.2
253
204
233 16,8
2
TAQ1 G lAQ
ANCHOR CAPACITY
ADJUSTMENT FORMULA:
,,-,-,
(DP(ANCHOR CAP,I.) X MULLION
USE THIS FORMULA TO OBTAIN
THE "ANCHOR CAPACITY
REQUIRED" CORRESPONDING
TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER
THAN THE MULI ION CAPACITY
(FROM THE TABLE) OF THE
SELECTED MULLION, IT WILL
YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
W,W,
2.7k C�.��
�&_
H.II- CNAU
FidecIUMU
F1T_W-d
mom
Anchor
W16- E
I 1UW E ..
�Vlj..q
1XI �Iv�
5tic
�!v 1�_
IW P i 311, 1 , w DaWait SS Eko 5'16- r�..
174- SS E�.
9�10
-12 Steel
4
Capacity
A-h-_ �
k.-
Uft--
1-M.-
1114'
Uft.- uft Agq,�G�D, Llit-
1
Aqq�G.Wl
S,
G5I S (C,5�
-
vz"
-1-31,
" I ",
�,18,
-1 __T_
V 2 IfT
-_
2-112' 11
2-1!2-
2-Vii'
z
0 4T
0,54" 324'
V'
1 114' 1 1W
1-114' 1�!Iye
1-V4- 1.114- -If'
-W
1:31a- -
1,, 0 G 1(2)
2x5AqqIeCIpc (FIg, 1)
3W IbS
310 ft 6W ft
2�01bs 8-10ft
1700 t�
270 1b. Mlbs
�Wl�
"01,
11 39111 1�
�O I� 374 1� 7201
w 1.
fb�
442 IN, 560 11c
3 _scu-Aw� c5TP; (Fig, 2)
ArxOors
'7E70 Ibs
62 �Jbsl:qW l��
�IbSVZ Its
2
545ibs 5W 1�
IVA
112G$M 460 IM
740 b. W fo�
1160� 748 C�_ $80 fb5
1892 to,
f941
W� im
�5 ft 1120 lbs
]�327ft
6A-h- @ 2.71'10m. 0 C. 1(2) 245AQ[e Clip. I frig, 3y,
1120 ft 11120 I� 1
958 1b.
1 22A6 lbc
0 Itm 1 01
E&i f&�
NtA
N/A
10591bs 1 ...
1110 lba vs a.
1678 WA 1320 Ibs
MA
1022 b.�
1680 1b,
FIGURE 1:
[A
FIGURE 2:
FIGURE 3
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANU/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS-
4} SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0, 55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF-1291
THICK, STEEL STUDS TO BE MINIMUM GRADE 33 AND.04.5" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST, 125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATFRIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
Building Code
NOA-
_�-N.. 20-0406.0
A. LyMk 6R,'P'.E.
FL P.E.# 58705
125"
2,000
125"
I"X2"X.125"MULLION
6063 T6 ALUM.
X-SECTION
2.0 001-
L '375"
1'X 2"X .375" MULLION
6063T6 ALUM
X-SECTION
STANDARD CLIP
2, J6063-T6ALUM.
X-SECTION
r.125°'
.375" 11 HERE TO .376'
CREATE F-CLIP, SEE MIN.
WIN DETAIL F,SHEET4
-----------
A
STAND
CENTER OF ANCHOR 41OLE MUST LIE TOPVfEVV
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5 17 FOR THEANCHORO.C.
,�--DISTANCE. MAXIMUM ANCHOR HOLE
DLAMETER: ANCHOR DIAMETER V16"
.375" MIN,
MIN,—
OFFSFTCLIP
6063-T6ALUM
TOPVIEW
ISM'.
125"
2.750'
1' X 235' X .376* MULLION
6063-T6ALUM.
X-SECTION
2 125
U-CLIP
6063-T6ALUN1-
X SECTION
125"]
740"
j 338" MIN.
tj-Cl - fP
60633T ALUM,
TOPViEVd
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR 0,C,
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER ANCHOR
DIAMETER , 1116'.
TABLE
125"
2.750" —125" 3-125"—.125"
'659' 50Y, J
I'X275"X 650'MULLION VX 3,125'X .5'MU60,LLJON 1.25'X 3.188'X.26S'MULLON
6063-T6 ALUM, 3_T6ALUM 6063-T6 ALUM
X SECTION X-SFCTION X-SECTION
125"
2X5ANGLE CLIP
6063-T6 ALUM.
2-0 1 OT X-SECTION
125'
375"MIN--j
2X5ANGLECLIP
6063-T6 ALUM.
T.111EW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
CENTER
BOUNDARY SEE SHEETS 5-18 FOR THE
ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER- ANCHOR DIAMETER , 1/10.
Mull Dimension (sheet#)
PGT Part#
Mullion
Std. Clip
Offset Clipi
U-Clip
Angle Clip
V X Z X .125" (5)
6661118M
665243M
666511 M
V X2" X.375- (6)
666006
666114M
6661119M
666244M
666512M
1- X 2-75' X.376(7)
66607
666115M
6661120M
666245M
666513M
I- X2.75" X.6517 (8)
66608
666116M
6661121M
666246M
666514M
1' X3,126- X.500" (9)
66637M
6WI116M
6661114M
666242M
666515M
I 25!' X3.188'X.266- (12)
156641
6661117M
6661113M
666241 M
666516
.1
1.26"X2.11-X.125"(18)
1 69370
NIA
NIA
7M
NOTES
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-9,12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR 0.0 DISTANCE
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
125"
2 116"
125"
I 26'X 2,1 VX.125" MULLION
6063--,6ALUW
X-SECTION
TABLE A
r- - --- --- - -- - - --- ---
D1me....1v.l.. (I.) F1.1. Mull.
A
�625
f'X2'XA25"
B
2654
Aluminum
Tube Mullion
c
0.895
D
0.740
A
1125
V X 2' X, 375'
Aluminum
Tube Mullion
B
2.404
c
0.635
0
0490
A
1
I X 2,7 5 X
.375 Aluminum
Tube Mullion
E87,5
c
0757
D
1118
A
1,312
1' X 2.75' X
Aluminum
Tube Mullion
B
3.000
C
0476
D
0.836 1
A
2.000
V X 3.125" X
.50T Alum
Tube Mull
--
8
--� —c
37
c
0.863
D
1.137
A
2.625
X 3188'
X,265' Alum
Tube Mull
6
3-262
2
D
1.762
1,26'X2.11'X
A
1.813
.121"Alum
Tube Mull
PRODUCT REVISED
.s o—ply-1.9 -ith the Florida
Swildimg, C.d.
NOA-N®. 20-0406.03
E.pkafi.. Date 05/26/2026
By
Miami -Dade Product C—t,.[
0. 5 1', 775
pm
NA1
V A. LYNN MILLER, P.E.
FL P.E.# 58705
I bT
125"
fI
.375
I'X 4'X A TJ
I"X4X.376'
MULLION
MULLION
6663-T6 ALUM.
60S3-T6 AT.UM.
X-5-- (; I I ON,
X-SEC-TtON
1.25'X 3.25'X .IMT' 1,26'X 3 25' X 624'
MULLION MULLION
6005-T5 ALUM- 6005-T5 ALUM.
X SECTION XSECTICT4
740" a;I?
125- —125"
<
125" STANDARD CLIP
6063-T6 ALUM. 2X5 ANGLE CLIP
X-SECTION 6063-r6ALUM Is
125"X-SFCIION
IED
jjj LU
.�Twzum. XSEC
TION 25"
.125- t xil
1"X4"X 376'
"T"-MULLION
CUT HERE 706063-T6
ALUM.
375" CREATE F.CLIP. SEE
X-SECRON
MIN. DETAJL F, SHEET 4
1 250"
2 8'76 IL -,I-
F
D11a
-"T
-------
-
S TANDARD CLIP
B.3-T1 11T.I.-
-I. ANCH.'l.' E MUST LIE
--q 820' ---
�.THIN'THE DASHED BOUNDARY, SEE TOPVILVV
1,25"X 3 94'X B24"
SHEETS 10-17 FOR THE ANCHOR O.C.
MULLION
DISTANCE. MAXIMUM ANCHOR HOLE
5005-r5ALUW
\7ETER: ANCHOR DIAMETER + 1116',
X-SECTION
.375'
.125"
125"� 1377" 1 MIN,
',�7T
125"
2 250" 1
3�.250"4
5' BAY MUL�L.1110N 3.250"
I
"TC , ALUM.
!L I LION I
3�- BAY MULLION 101 T AL M X_SEC N
6063-T6 AL T�GN
—
X-SECTION
OFFSET
711T�LUlpl
.221- 98 j 226"-T 981--J-1 TOPVtFVV
NOTES 740--i—
ai
1) HOLES TO BE DRII I ED IN THE FIELD FOLLOWING [TIMENSIONA! RESTRICTIONS GIVEN ON THIS SHEET
2) SEE SHEETS 10, 11, 13-16, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
CENTER OF ANCHOR HOLE MUST HE VIATHIN THE
DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE
ANCHOR O.C. DISTANCE- MAXIMUM ANCHOR
HOLE DIAMETER ANCHOR DIAMETER * 1116'.
F.375"
CENTER OF
ANCHOR HOLE
MUST LIE WTHIN
t
THE DASHED
I
BOUNDARY. SEE
(D
SHEETSID-17
FOR THE
ANCHOR O.G.
DISTANCE.
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER + 1116'.
U-CLIP
6063-T6 ALUM,
TGPVIEVV
TARE_F C
Dimension
Value (in)
For Mullion:
F
&6V-11
I"X4'X
G
I wo
1251,
Aluminum
H
2680
1
3.000
Tube Mullion
F
1187
1"XIX
*
0.757
375'
Aluminum
*
2.430
1
3.000
wbe & 7-
F
2.250
G
0.750
XAW
H-
1:500
AJ—n-
3.250
Tt. MUM-
TLPI . it
I AbLL U, UUN I
XS24"
Aluminum
1,25" X 3,94�'
X .624"
Aluminum
.375'
MIN,
2X5 ANGLE CUP
606l'-T6 ALUM
TOPVIEW
PRODUCT REVISED
.. .."'Plyi.g with the Flarid.
SWIdnig Code
moray.--N- 20-0406.03
E.Idrati.. onto 05126/2026
Miami -Dade Product Control
Mull Dimension
t.h-1:44
PGTPart 9
Mullion
Std.Clip
Offsetrlip U-Clip
Angle Clip
1'X4!'XA25- [191
69364
66611 IPA
6661122M 666241 M
666518M
-X7-
V VX�375-(11)
66610
6ffil 12M
- --123M
f3j6l 666242M
iliiilgM
V X 4X,3 19' " r(11)
66653
666112M
6661123M 666242M
666519M
-125--X�T2FT�W (15
MW70-312
1566117A,4
6flqI124M 6�62410M
6665115M
Y325-X 624-(14)
125Xa-94" X 62'051
-
M6if2I6
2
2-01P&—
6661 20i
6661117M
6661125M ffi6241 IM
6%1126M 56 �241M
6665116M
666517M
30 19,
9
NIA,
NIA NIA
66 11
45 se IT)
,
WA
NIA NIA
6665i I'm
rb-
fj
A LYNN
FL P-E.# 58705
TARE F F
Mull Dimension
a hae t
PGT Part#
MM ...
-------
I Std. Clip
T_
U-Clip
Angle Clip
2-X4`X,25-(16)j
66662
[666262M
2" X 6" X.25- (17)
1 66604
1 666262M
I 666272M
I 6665113M
125'
STANDARD CLIP
6063-T6 ALUM
NOTES: 2.000" X-SECTION
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125"
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
�375" -
MIN.
4.600'
2" X 4" X2E'
MULLION
6063-T6 ALUM.
X SFCTIOII
CUTHERETC)
CREATE F-CLIP,
SEE DETAIL F, 375'
SHEET4 MIN
STANDARD CUP
CENTER OFANCHOR HOLE MUST LIE bM6 ALUM.
WITHIN THE DASHED BOUNDARY, SEE TOPVIEW
SHEETS 16-17 FOR THE ANCHOR O.C.
DD �STANCE MAXIMUM ANCHOR HOLE
AMEIER ANCHOR DIAMLIER, 1116",
CUT TO"
CREATE , CLIP,
375'
I
C
SEE DETAIL I
MIN,
SHEET4
r�376'
MIN
L
—7-
6.00011
46 d5"
LaJ_
2" X T X,25"
MULLION
6363-T6 ALUM.
X-SECTION
--- It
-
1
STANDARD CUP
.250"i
W63-T6 ALUM.
TOP VIEW
0
H 125"
L i U-CLIP 2X-ANGLE CUP
60,53-T6ALLM
'6063-T6 ALUM.
2A25 X-SECTION X-SECTION
uy
125" 125"
toA 'A,
z LLJ
uj
0
5 000 .171" uj U) 0�
a) M z 0
375' MIN. w
0 n
ED
z <
Lu Z:
z
<
3_438"
Z
3.438" < z z cO
0 -ic
CO
U)
375"
F MIN.
--------------- Lu
A4__ _j < In
U-CLIP,6063-T3ALUM. 2X5 ANGLE CLIP 0 — 3:
16SED FOR Z'XVMUL LION, SHEET 16 CHORHOLE MUST LIE 6063-R3ALUM_ < z 0 0
B- CO r))
TOPVIEW LWITH"'w"'THE _DASHED BOUNDARY SFF TOPVIEVV 0
SHEETS 16-17 FOR THE ANCHOR O.C.
CENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE
WITHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER t VIC'. r
SHEETS 16-17 FOR THE ANCHOR O,C, PRODUCT REVISED
DISTANCE MAXIMUM ANCHOR HOLE a. -plying with the FI.rld.
DIAMETER; ANCHOR DIAMETER 4 1116" Bulldln. C-1.
NOA-K.. 20-0406.03
Expb,.ti.n D.t. 05126/2026
MIN,
MI.rn&a.d. Product Conty.1
"y
38,
5,438' 0,
ol
375'
MIN,
STATE OF
Qj
U-Cup 2X5 ANGLE CLIP ..(:)NA ....... 3
/1' L 6063-T6AWM- 6063-T6ALUM. "\1
USED FOR 2"X 6' MULLION, SHEET 17 TOPVtFW //f;'jpjtw"'
TOPVIEW A.- LYNN MILLER, P.E.
58705
EXAMPLE I: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD CALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114'. THE OPENING REQUIRES A DESIGN PRESSURE OF-60-01-60.OPSF n
NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A I - WIDE MULLION IS SUFFABLE,THE MULLION LENGTH IS 7Z� AND THE OPENING WIDTH IS 32",32- 165". REFERENCING SHEET 25, THE COLUMN USING I VL-�.
N M T OR 1, 1
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114�'AND IT EE EXCEED THE REQUIRED z
ITDESIGN PRESSURE OF +(XLOI-50.0 POP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 2
SEL SEE S THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD
FROM TABLE 3A, SHEET 7, THE I - X 2.75" X .375" MULLION (LENGTH 72", OPENING WIDTH 70'1 MEETS
FENESTRATION I �2 DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
PRODUC-7S SHEETS
APPROVAL, 2-3
4 L L FROM TABLE 4A, SHEET 8, THE I - X 2.75- X .650" MULLION (LENGTH = 72-, OPENING WIDTH = 70-) HAS A DESIGN PRESSURE OF f-721 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 FBI&
IN
MULLION
--
LENGTH 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) 412 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. z I.
L
SEE ED
E'
1ETAILS3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETSAPPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE
'2' INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Z)
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS 11-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH, AN ANCHOR CAPACITY OF 636 LEIS, ALTERNATIVELY, Uj 0
NOANCHO RS IN VVINDOWSILL C) (n
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE Of 60 PSF: LU
32' 371-- 0
MTILLWDT�, z
',6OPSF)X(-f'L" (MAYBE USED TO QUALIFY # 10 SI EEL SCREWS FROM TABLE 48)
---OPENING VADTH ---1 • 72.7 PSF <
z---- - - ----
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SiLL. THE WINDOW FRAME DEPTH IS 2-YI5". THE OPENING REQUIRES A y" ICJ
D D
ESIGN PRESSURE OF 150,0/-55.0 PSF. _j
<
FOR THE VERTICAL MULLION: F
z
1) INITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS AND THE OPENING WIDTH IS 36"+36*'11" =73. REFERENCING SHEET 25, =C z titpp
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED_ SCAN THE MULLION TABLES FOR A MULLION THAT [SAT LEAST THE WINDOW FRAME DEPTH OF2-31VAND WILL DO
EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF .50 01-55 0 FOR IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. DO LET
LEI EL
SEE DETAILS, FROM TABLE 3A, SHEET 7, THE VX 2.75'X.375- MULLION (LENGTH = 108', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS /-15,1 PSF
MULL VODTH SHEETS 2.3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
C)
LU 0
R _< 3:
<
-4- CL DO ED
FROM TABLE 12A, SHEET 16, THE 2- X 4" X,25Cr MULLION (LENGTH = 108', OPENING WIDTH � 80') HAS DESIGN PRESSURE OF +/-64.7 ESE WHICH EXCEEDS THE REQUIREMENTS Z 0
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION- NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LETS,
SEE
RATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD Z'TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+W+274, NOT 73" AS PREVIOUSLY
SEE 1
FENESTRATION HE f1LS. ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW MOTHS MAY BE REDUCED T
PRODUCTS W1 0 MAINTAIN PRODUCT REVISED
N "i
APP OVAL, THE 7T� DIMENSION (35-1/2'*�35-1 r2'�2,73"), as complying with the Florida
-NOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED B.Ildmg Code
2) USE TABLE 12B TO FIND THE ANC NOA-No.
VERT�CAL' CONCRETE HEADER AND SILL ARE 5"WIDE. IFTHE MULLION CLEF WERE TOGE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE _____ZO-0406.03
IIUWON NO THE STANDARD CLIP WITH {S} 3116- UL-I RACON ANCHORS AT AN EDGE, DISTANCE OF 2-112' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 05/26/2026 i
SIFF THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS LENGTH. US
& DETAILS, DETAIL E. S4 EETS 24 SHFFT FOR THE HORIZONTAL MULLIONS: By
OPENING
IMI.-I-D.d. P-d..t Control
`-
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X .2,50" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
f�E
'E.,F.
ST D
AF'N.'
HORZ
MULLION 7" 1 1%MULLION TYPE COULD BE CHOSEN,
I)TEEMULLIONLENGTH IS36-AND THE OPENINGHEIGHI IS32',72',2106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAI-(rRIANGULAR LOADING MAYBE
USED. FROM TABLE 12A,SHEET 16, THE 2" X4-X.25TMULLION (@ LENGTH= 42', OPENING HEIGHT = 120') HAS DESIGN PRESSURE OF FI-170.0 PSF WHICI I EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACI I Y REQUIRED OF 521 Les,
RED T
it DETAILS,
EAL, 2) USE TABLE 126 10 FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME PIE GMU JAMBS ARE 8"
I -7r /-.-%TS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE a', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE aTPS WITH
!1 (4) 3/16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF I" GIVES AN ANCHOR CAPACITY OF54OLBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
- — — ---------- ANCHOR CAPACITY OF 52 LBS
ULL —
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS_ TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR
f
To ULLLCN
CAPACITY IS 1074 TUBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND I HEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE 1_______0FE"N'1)NRG'zLENGTH4 M
WIDTH FOR VER.... ANCHOR TYPE IS A #12 STEEL SCREW. ND, 5870_'
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
-1-6,L7 PSF FROM THE VERTICAL MULLION; .1_1 70E PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO GMU:
-1-170 0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS 11-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS,
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
' ", . NA�_
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. L M 'j", PE.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION FL P.E.# 58705
EXAMPLES OF RECTANGULAR LOADING:
SHIDH S;H/DH
lI
N
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
SH ADH
SHJDH
711
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING:
LOADING OF HORIZONTAL MULLION
LOADING OF (2) 14ORIZONTAL MULLIONS
PW
LOADING OF VERTICAL
MULLION
LOADING OF HORIZONTAL MULLION
0
m
rD
LOADING OF VERTICAL MULLION
LOADING OF VERTICAL
MULLION
LOADING OF HORIZONTAL MULLION
0
m
rD
LOADING OF VERTICAL MULLION
LU
a
—-
60
hi�
PWI
ets
oca—.-
2
LU
0
0
0
z
w
U)
SHIDH
f
RODUCT REVISED
as ..-pMg with the Florida
a Uding Code
OA-N..10-0406-03
Expiration D.t. 05/2612026
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
sy
MULLION
fillam, .. Da . de Product Control
NOTES
1) DRAWINGS ARE
RFRESENTATiONS OF TYPICAL
Pw
CONFIGURATIONS,
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
L',NA
BE DETERMINED, USE
PW
RECTANGULAR LOADING.
No, 51]705
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
-N
/ON! A�
LOADING OF HORIZONTAL
ll!ffll ,
MULLION
A. LYNN md�R, P.E.
FL P.E.# 58705
M1AM'I_D=A_DE MIANII-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street., Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIV [SION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPT
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 afterthe expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/orthe 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 a c cepted
manner, the manufacturer will incurthe expense o f 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 complywilh the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 115470" Vinyl Sliding Glass Door (Rcinforced)-N.I.
APPROVAL DOCUMENT: Drawing No. SCUD-5470 Rev C, titled "Vinyl Sliding Glass Door NOA (Nl)", sheets
I through 21 of 21, prepared by manufacturer, dated 10105"15 and revised on 02/101/2 1. signed and sealed by
Anthony L. Miller, P.E., hearing 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: Applicable Hurricane Protection devices, complying w/ FBC, required.
Limitations:
I . See table I (sheet 7) and table 2 (sheet 8) for applicable SLID unit sizes, design pressures, reinforcements types,
glass types, sill riser (see tables B- I & B-2, sheets 7-8) and anchor layout sheets requirements in I I tbru 16.
2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be
labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable.
4. Pocket walls under separate approval, to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any otherpurposes shall automatically terrninate 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 maybe 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 bythe manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews NOA #20-0429.06 and consists of this page 1, and evidence pages E- 1, E-2, E-3, E-4
and E-5, as well as approval docurnent mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
CMIAMMIMMM NOA No. 21-0205.04
Expiration Date: April 21, 2026
Approval Date: March 25,2021
Page I
PG,r industries inc.
1. Evidence submitted under previous Noi
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under iVOA No. 11-0.107.09)
2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets I through 21 of
21, prepared by manufacturer, dated 10105115, with Revision A dated 04/05/17, signed and
sealed by Anthony L. Miller, P.E.
B. TESTS
I Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by
Fenestration Testing Lab, Inc., Test Report No, FTL 6637 (sarnples A-1 thru A-5), dated 11/19/10,
signed and sealed by Jorge A. Causo, P. E. (Submitted under.N0A No. 11-0107.09)
1 Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by
Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. F.
(Submitted under NOA No. 11-0107.04)
3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15,
revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted under NOA No. 15-1210.01)
4. Additionaltest report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15,
revised on 0 1 /04/16 and 02/11/16, signed and sealed by Idahnis Ortega, P. E.
(Submitted under NOA No. 15-1210.0.1)
5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 02/15/16, signed and sealed by Idah-nis Ortega, P. E.
(Submitted under NOA No. 15-1210.01)
6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted under NOA No. 15-1210.01)
7, Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 12/04/15 and 02/11/16, signed and sealed by Idaln'lls Ortega, P. E.
(Submitted under NOA No. 15-1210.01)
S. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 02/15/16, signed and sealed by Idah-nis Ortega, P. E.
(Submitted under NOA No. 15-1210.01).
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, P.E.
(Submitted under NOA No. 15-1210.02).
1 Glazing complies with ASTMS-1300-02, -04 & -09.
Ishaq I. Cbanda, P.E.
Product Control Unit Super -visor
NOA No. 21-0205.04
Expiration Date: April 21, 2026
Approval Date: March 25, 2021
E - I
PG Industries Inc.
D. QUALITY ASSURANCE
L Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
I Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White
Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on
09/30/19.
2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000
Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and
Doors", dated 12/08/16, expiring on 12/29/21.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and
Doors", dated 08/13/15, expiring on 09/30/19.
4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for
their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for
Windows and Doors" dated 09/15/16, expiring on 02/04/2 1.
5. Notice of Acceptance 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.
6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for
their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17,
expiring on 02/28/18.
7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD 1929
and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Submitted under NOA No. 11-0107.04)
F. STATEMENTS
1. Statement letter of conformance with FBC-5 1h Edition (2014) and FBC-6 1h Edition (2017),
issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E.
2. 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) — NJ.", approved on 03/0316 and expiring on 04/21/21.
2. Evidence Submitted under previous submittal
A. DRAWINGS
1. Drawing No. SGD-5470 Rev B, titled "Vinyl Sliding Glass Door NOA (NI)", sheets I through
21 of 21, prepared by manufacturer, dated 10105115 and revised on 04/22/20, signed and sealed
by Anthony L. Miller, P.E.
Isbaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 21-0205.04
Expiration Date: April 2l,2026
Approval Date: March 25, 2021
E - 2
PGT Industries Inc.
1-1-1111 1 1 1.
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
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsa 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
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 Aluminum 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 seated by Idati-nis
Ortega, P.E.
C. CALCULATIONS
t Anchor verification calculations and structural analysis, complying with FBC 71h Edition
(2020), dated 04/22/20, prepared by manufacturer, signed and seated by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E 1300-04, -09, -12 and -16.
D. QUALITY ASSURANCE
1. Miarni-Dade Department of Regulatory and Economic Resources (RER).
1a Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifole
Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/24,
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlasg (Clear and White) Glass Interlayers", expiring on 07/04/23.
1 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 fighter shades (Non —White) Rigid Cellular PVC Exterior
Extrusions for Windows and Doors", expiring on 12/29/2 1.
5. Quanex Part SuRer Spacer Standard complying with ASTM C518 Thermal Conductivity
0.881 BTU -in/ hr. _ft2_ 'F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen —Pass, ASTM E
2190 I.G. Durability -No Fog -Pass. (Submitted under previous NOA No. 15-0409.05).
6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTLI-in/ hr.-
ft2 -OF, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Peimeance-Pass, ASTM E 2189
I.G. Durability -No Fog, ASTM_ E 546 Dew Point Development -20OF in 48 hrs. (Submitted
under NOA No. 15-0409.05). 1 Z
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 21-0205.04
Expiration Date: April 21, 2026
Approval Date: March 25, 2021
E - 3
PG,r Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (continue)
7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification
for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by
AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 15-
0409.05).
8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13,
(Submitted under NOA No. 15-0409.05).
9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior
Profiles for Vision Extrusions, Ltd,-VEX-1 by AAMA Fenestration Exterior Profile
Certification Program.
10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for
their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for
Windows and Doors", expiring on 02/04/21.
11, Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for
their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on
02/28/23,
12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc, for
their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for
Windows and Doors", expiring on 04/16/25.
F. STATEMENTS
1. Statement letter of conformance to FBC 7" Edition (2020), dated 04/22/20, issued by
manufacturer, signed and seated 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 and updates to FBC2020(711 Edition), expiring 04/21/21
2. RER Test proposals #19-1155 dated 01/10/20 approved by IshaqL Chanda, P.E.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 21-0205.04
Expiration Date: April 21, 2026
Approval Date: March 25,2021
LOKI
A. DRAWINGS
1. Drawing No. SGD-5470 Rev C, titled "Vinyl Sliding Glass Door NOA (Nl)", sheets I through
21 of 21, prepared by manufacturer, dated 10105115 and revised on 02/01/21, signed and sealed
by Anthony L. Miller, P.E.
Note: This revision consists replacement of same existing installation screw with flat head.
B. TESTS
1. None,
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of confon-nance to FBC 711 Edition (2020), dated 02/01/21, 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
02/01/21, signed and sealed by Anthony Lynn Miller, P.E.
G. OTRERS
1. This NOA revises & renews NOA# 20-0429.06, expiring 04/21/26,
Ishaq 1. Chanda,--P —E
Product Control Unit Supervisor
NOA No, 21-0205.04
Expiration Date: April 21,2026
Approval Date: March 25,2021
M
GENERAL NOTES: INCLUDING POCKETS & 90011350 CORNERS
1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. —
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300,
B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,
INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC).
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6j REFERENCES NORL_ : ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX & AGGRE-GATOR ANCHOR
NONS, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC
NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA
REFERENCES {TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652, 8717, 6968 & 8970: EXOVA-10-002-792(A) & 10-006-10231,
CAMBRIDGE 535753-09;
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI
FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED -TO COMPLY WITH THE FBC FOR
PLASTICS, (COMPONENT REQUIREMENTS).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE.
9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED.
10) THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES.
ANCHOR NOTES:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMi-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED ELCO ANCHORS, SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE
REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE
REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBI; AND TO BE REVIEWED
BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK,
NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,
OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
INSTRUCTIONS:
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE
REINFORCEMENT LEVEL DESIRED.
2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL
WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT,
3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS
SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN
PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN.
5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET.
6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9.
IMPA{"T RgT�Nt' 1 DESIGN PRESSIIRF RATING l
NOT RATED FOR MISSILE SEE TABLES 1 2 & B1, 62
IMPACT RESISTANCE ' ' ON SHEETS 7 & 8
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO
MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL ANCHOR HEAD TYPES APPLICABLE.
FOR THE MINIMUM STRENGTHS OF
ANCHORS AND SUBSTRATES, SEE TABLE
F, SHEET 21.
CODES I STANDARDS USED:
® 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
m ASTM El300-09
ANWAF&PA NDS-2Di8 FOR WOOD CONSTRUCT4ON
® ALUMINUM DESIGN MANUAL, ADM-2015
AISI SIOO-16
a AISC 360-16
A I
1070 TECHNOLOGY DR
N. VENICE, FL 34275
(941)-480-16W
GENERAL NOTES .............
1
EXAMPLE CONFIGS..........2
INSTALL DETAILS_ .... .......3-6
DP/ANCHOR TABLES ........
7-8
EXAMPL.E_._..... __._____.9
GLAZING DETAILS.... ......
..10
ANCHOR LOCATIONS. ......
11-16
PANEL TYPES ...................
17
EXTRUSIONS ....................18
ACCESSORIES... .... _ ......19
SCREEN DETAILS......._....20
PARTS LIST ............. ...........21
Cj REV. ANCH. HEAD SHEETS 3,4 & 6
mm + s
J ROSOWSKI
01/27/21
PRODUCT REVISED
a5 complyingwith $I9e Flo ida
B.ildi.9 Code
NOA-No. 21-0205.04
By
Miami -Dade P-d-
0\0111111"r7
LYNX'',`
No. 58705 ,
(,7 STATE OF
/ ZONAU t
A. LYNN MILLER, P.E.
P14 58705
MAX, UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1 & 2
MAX- UNIT
HEIGHT
PER TABLES 1 & 2
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1 & 2
Iw
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
1-PANEL:----
CONFIGURATIONS
2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1 & 2
MAX, UNIT WIDTH
�R
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
__j
NS
CONFIGURATIONS
5-PANEL
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH NOW PANEL WIDTH
PER TABLES I & 2 PER TABLES 1 & 2
HEIGHT
MAX. UNIT
MAX. UNIT
HEIGHT
12 PER TABLES 1 & 2 PER
TABLES 1 &2
_j
3-PANEL CONFIGURATIONS jk
CONFIGURATIONS
zootlamopnw.
MAX. UNIT WIDTH
NOM, PANEL WIDTH
NOM. PANEL WIDTH (pp PER TABLES 1 & 2
PER TABLES I & 2 T
MAY
HE
PER TA
v-
UNIT
__j
GHT
:LES 1 &2
ff
MAX. UNIT WIDTH
NOM. PANEL WIDTH NOM.PANELWIDTH
PER TABLES I & 2 PER TABLES I & 2
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
i
L
t
7-PANEL-CONFIGURATIONS
6-PANEL CONFIGURATIONS
MAX. UNIT
HEIGHT
f
-T
PER TABLES 1 & 2
CONFIGURATIONS NOTES:.
"X'= OPERABLE PANEL
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
"C" = INOPERABLE PANEL
LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXIG. OXXX IN
"p"= POCKET
POCKET CONFIGURATION CAN BE OXXXp,
2) 90- & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS,
F
3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
DETAIL LETTER
4) FOR NOW PANEL WIDTH, SEE TABLES 1 & 2.
1070 TECHNOLOGYDR
N. VENICE, FL 34275
5) MAX- ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT- --SHEET NUMBER
(941)A80-1600
REGISTRATION 429296
8-_PANELCONFIGURATIONS
MAX, UNIT j
HEIGHT .1 // LT.
PER f 8 2
TABLES &
qqRINERTYP, i-
PRODUCT REVISED
as co -ply" with the FloridaBuilding
C.d.
NoA-No. 21-0205.04
Expiration Data 04/21/2026
By
P—d—t Control
DLO WIDTH = NOM. PANEL WIDTH - 8-9/16' �jIIIIjjt1,l
NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" ol"o LYNX
DLO HEIGHT = DOOR HEIGHT - I 1 -1116' �P - .........
PANEL HEIGHT = DOOR HEIGHT - 2-112"
— r5p
VINYL SLIDING GLASS DOOR NOA (NJ) I0JW15 N.. 58105
EXAMPLE CONFIGURATIONS J ROSOWSKI
02/m/21
0,
C) NO CHANGES THIS SHEET, 01127121 X1STATE 0F.
0 R 10
ZONAk-
_TS
SGD-5470, IN 2 OF 21 Al MD-5470,0 -1 C AL= ftl�, P.E.
DETAIL Al,
THRU IX WOOD
INTO MASONRY
CONCRETEICMU PER
ANCHOR REQUIREMENT
114" MAX.
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
x
TABLE A, SHEET 1 &
NOTE 3, BELOW
DAYLIGHT
—OPENING
EMBEDMENT
EDGE
DISTANCE,,-'
1 X OR 2X WOOD
ANCHOR
-SUCKSTRIP, SEE
NOTE 3, SHEET I
PLATE AT
EVER),
ANCHOR
LOCATION
2X WOOD BUCKSTRIP OR
FRAMING, SEE ANCHOR
NOTE 3, SHEET I
TYP. ANCHOR TYPE,
EMBEDMIENT AND
EDGE DISTANCE PER__
SUBSTRATE,SEE
TABLE A, SHEET I &
NOTE 3, BELOW
EDGE
1-- 1/4" MAX.
- EMBEDMENT
WIDTH
DFTAII Fll] METAL TYP_ SEE ANCHOR.
ASTRAGAL [I&A-11cm - MIN, OF 3
[DETAIL C11 THREADS BEYOND THE
_ (CD NOTE 4, SHEET 1
FAVNG INTERLOCK . AL
METAL SUBSTRATE
FRAME WIDTH
REQUIRED IF DOOR
HEIGHT IS OVER %"
28'O.C, EDGE
DISTANCE
-(Sill
I RIOR NT'
(31
(4) THRU KEEPER @ MAX,961� / EDGE
3,50,C., SEE SHEET 19 DISTANCE
NOTE 6,
EXTERM
SEE NOTE 6,
j THIS SHEET 1/4" MAX
SHEET
SEE NOTE 6,
THIS SHEET
,
T -
EMBEDMENT
SEE NOTE 6, THIS SHEET(��,
L - — — — — —
- J_
Z__
#8 X 3/4" SMS REINFORCEMENT SCREW 7
SPER STILE, LOCATED AT CENTERLINE AND 6"
TYP. ANCHOR TYPE
EMBEDMENT AND
HORIZONTAL SECTIPNA?�X� SIjO\ Is6-
9" & 12" FROM ENDS (FACTORY INSTALLED).
TANCE PER EDGE DIS
I DETAIL C72
I DETAIL D21
DETAIL 1321
NA:STRNG�ALI
SUBSTRATE,SEE
TABLE A, SHEET 1 &
INTERLOCK
F INTO MASONRY
NOTE 3, BELOW
DAYLIGHT
RFOUIRFD IF DOOR
as i IS OVER 96"
EMBEDMENT
I—
— — — — — --
F
��'-,,HEIGHT
1/4" MAX,
OPENING
WIDTH
� 22
EDGE
INTrRIOR
DISTANCE
SEE NOTE 6THS SHFFT
7
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE
%
PER SUBSTRATE,
SEE TABLE A, SHEET
THRU KEEPER MAX
1 & NOTE 3, BELOW
EXTERIOR
"O.C., SEE SHEET 19
L
PANEL WIDTH
CONCRETE/CMU PER
ASTRAGAL MAY BE
ANCHOR REQUIREMENT
INSTALLED IN EITHER
HORIZONTAL SECTION (XO SHOWN)
FIXEDPANELCLIP&
INTERIOR OR
ANCHORS, SEE
EXTERIOR DIRECTION.
-i) DETAILS APPLY TO-2,-3 AND 4 TRACK CONFIGURATIONS.
,REINFORCEMENT TYPES (SEE NOTE 6, THIS SklEET)
DETAIL SHEET 19 ALL PARTS IDENTICAL.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR
ANCHOR QUANTITIES, SEE TABLES 1 & 2-
FOR ALL"LOCKST _E8
ASIR 3,L,
STILES AND(
VINYL SLIDING GLASS DOOR NOA (NI) t 10/05115
4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL
HOR IZ ONTAL RAILS
INSTALLATION, HORIZONTAL X-SECTJ m J ROSOVVSKJ
FRAME ANCHOR LOCATIONS.
5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL
ADD -ON.
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS- ALL
FOR
INTFRLOCKS�
C) REV. ANCH. HEAD SHEETS 3, 4 & 6 01/27/21
'a,.
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF
ONLY
1070 TECHNOLOGY DR
THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS.
N. VENICE, FL 34275
7) SEE SHEET 20 FOR SCREEN DETAILS.
STANDARD
HD
I
(941)-4k-1600
REGISTRAT�ON �1�
SGD-6476 M NTS 3 OF 21 J��' D-5470.0 lj��,G
I I
Buildi.q C.d. 21-0205.04
.412"21
011 % I I II I I t, //
kvLYNv
C�ENSp`
:7 No, 58705
•
02/01/21
STATE OF
IONAIL-
"Ilmlik"
A. LYNN MILLER,
PE
RE_#58705
FL TAIL
,)IE: j �A �1 iLl TYP. ANCHOR TYPE, EMBEDMENT rD �ETA 11 LE 2 1 DETAIL E31
L INTO MASOWRY AND EDGE DISTANCE PER INTOWOM LT��
�-STRIP�j SUBSTRATE, SEE TABLE A, SHEET
1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP " ANCHOR TYPE, EMBEDMENT
CONCRETE/CMU FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETEICMU PER
\ — EDGE NOTE 3, SHEET I SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT
PER ANCHOR DISTANCE
REQUIREMENT EDGE
1 & NOTE 3, THIS SHEET EDGE
DISTANCE
A. DISTANCE
EMBED-
MENT
------ EMBEDMENT
IEMBEDMENT
1/4" MAX��
IX OR 2X WOOD
BUCKSTRIP, SEE
ANCHOR NOTE 3,
SHEET I
33
FOR
LOCKSTILES,
ASTRAGAIR.
FIXEDSTILES
AND
KIM7
HORIZONTAL
ANCHOR PLATE AT
EVERY ANCHOR
LOCATION
DAYLIGHT
OPENING
FRAME SEE
HEIGHT I ]EIGHT N-TE 6�
THIS SHEET
EXTERIOR
26
EXTERIOR OR(62)
25
1/4" MAX.
GROUTAS
NEEDEQSEE
ANCHOR NOTE
5, SHEET i
114' MAX�
EMBED- EMBEDMENT EDGE
UFNT ISTAN(
1W'MAX-
FDETAIL E4�
L wTAL �
DADE APPROVED MULLION, FSC
COMPLIANT ALUMINUMISTEEL
FRAMING OR STEEL STUD. MAY
BE VERTICAL OR HORIZONTAL,
SEE SUBSTRATE PROPERTIES,
TABLE A, SHEET 1
EDGE DISTANCE
EMBEDMENT
1/4" MAX.
I lid
TYP. ANCHOR TYPE, EMBEDMENT AND / TYP_ ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, SEE Z - EDGE DISTANCE PER SUBSTRATE, SEE
TABLE A, SHEET I & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET
NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING,
#8 X 34' SMS REINFORCEMENT
FOR ANCHOR QUANTITIES, SEE TABLES I & 2. DLO WIDTH = NOM. PANEL WIDTH - 8-9116"
SCREW, 3 PER RAIL, LOCATED AT
4) CONTINUOUS ANCHOR PLATE, ITEM *8, IS REQUIRED AT DLO HEIGHT= DOOR HEIGHT - 11-1/16"
CENTERLINE AND 9" FROM ENDS
ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT - 2-1/2"
(FACTORY INSTALLED)
6) SEE SHEET 20 FOR SCREEN DETAILS.
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS -
PANEL
ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
HEIG14T SILL RISER 1
LENGTH OF THE EXTRUSION- REFER TO TEST REPORTS FOR
PRODUCT REVISED
EXACT DIMENSIONS. ith th FI
i VAIIII WITI
REQUIRED
POSITIVE
DESIGN
PRESSURE,
SEE SHEETS
7 & &
----1 1-- -
�390
11
#42 SHOM
4�) #43-45 ALSO APPLY—. 823
1,793
2�IiB7
111.917
1
o6c
2-1/2" TOTAL
.050
SILL HEIGHT
SILL RISER
(�9(2
(-�(SILL RISER
112' TOTAL
3-117TOTAL
SILL HEIGHT)
SILL HEIGHT)
Jo.
------
TYP. ANCHOR TYPE,
-------
'T�mCHOR TYP
EDGE
DISTANCE
EMBEDMENT AND 2X WOOD BUCKSTRIP OR-,\
EMBEDMENTAND
EDGE DISTANCE FRAMING, SEE ANCHOR
EDGE DISTANCE
CCNCRETE/`CMU
PER SUBSTRATE,
NOTE 3, SHEET I
PER SUBSTRATE,
PERANCHOR
DETAIL Ft
SEE TABLE A,
DETAIL F
SEE TABLE A,
REQUIREMENT
— --- - 11
SHEET I & NOTE 3,
SHEET I & NOTE 3,
-LNTOMASONRY
THIS SHEET
L!�!T�09
THIS SHEET
N. VENICE, FL 34275
f941)-48G-1W0
.. p '.9
Building Code
NoA-N.. 21-0205.04
E.Pi—dan o.t. 04/21/2026
.390 --1 By
.390 —i Mi.-J-D.d. P—duct E3.—t-1
r
2.947
2.4 i
1 4041
3A64
-06()---- .060
_J
RISER
SILL RISER
(4-1/16"TOTAL �,(4-518" TOTAL LYN/V
SILL HEIGHT) SILL HEIGHT)
...........
GENS
VINYL SLIDING GLASS DOOR NOA (NI)
INSTALLATION, VERTICAL X-SECT.
C) REV. ANCH. HEAD SHEETS 3,4 & 6
T?�05/1
5
No- b8705
J ROSOWSKI
02/01/21
STATE OF
STATE OF
01/27/21
_T
Itc
AL
T� T
IA
wit Jk
�Lll
INTERIOR
EXTERIOR
135'
DETAIL
�3' RN'R
'p
N-1
NKx 18,51 O,(
(4) THRU KEEPER @ M
3.5'0.C., SEE SHEET
cam`}
WNRIPOR
135,
DETAIL G21
1-011.ER�
OUTSIDE CORNER
THRU KEEPER @ MAX
3 5'O.C_ SEE SHEET 19
INTERIOR
EXTERIOR
(4)THRU KEEPER
IWERIOR SEE SHEET 19
INTERIOR DETAIL H2
\k
r7-
EXTERIOR
F,1
L.-L LOE =.-W-z.
{40
—T�
In
INTEMOR
EXTERIOR
Ut!L I'Il
r xTERIOR
94'WAX 1&5'0 C-
125 pR(26'
MAX 18.6 O.C.( _--.JL-)L
INTERIOR
(4) THRU KEEPER FX-M_
POOR
9@
SEE S ET i
NOTES
1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR
PRODUCT REVISED WE
as comptying with the FloAdaffff
auiw.g cde at
INCIA-M.. 21-0205.04 wit
E"i,atR Date 04/21/2026
y
QUANTITIES, SEE TABLESJ)'J/
1
\ 'XV
3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR,
DEPENDING ON CONFIGURATION.
LYNN
'�" P
S
VINYL SLIDING GLASS DOOR NOA (NI)
No, 58706
CORNER ASTRAGAL HORIZ. X-SECT. J ROSOWSKI
C) NO CHANGES THIS SHEET.
f )27121
1'.• STATE OF
0 TECHNOLOGY DR
OA/AL
N. VEN E, FL 34275
9411C
( )-48G-1600
VSGD-5470
I NTS 5 OF MD-54 10
A. Lj I ........
YNN MILLER, PE.
REGISTRATION SZW;�
RE453705
OPTIONAL NON-
DETAIL
DETAILLU
STRUCTURAL
UmLo
7ff—aw
INTO MASONRY
ANCHORS FOR
tl
EDGE
CONCRETE/CMU
PERANCHOR
INTERIOR POCKET
gl
TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE �E
REQUIREMENT
AND EDGE DISTANCE PER
INTERIOR POCKETS MUST
SEE FIG 1,r3,;,
THISSHEET,��-,
SUBSTRATE, SEE TABLE A, ti
SHEET 1 & NOTE 3, BELOW
FIGURE 1, INTERLOCKS AT POCKETS,
INCLUDE A NON-STRUCTURAL
;il
FOR DOOR HEIGHTS 96"AND LESS:
FRAME JAMB TO REDUCE THE
OPT,
POSSIBILITY OF WATER
ANCHOR
INFILTRATION.
POCKET BY OTHERS, SEE
J4� t
, V4 MAX
- �i-7)op-r,
EMBEDMENT
.'17 �OPT,
NOTE 6 BELOW.
D
MENT'
EXTERIOR
FOR DOOR HEIGHTS OVER 96"
OPT.
114" MAX.
ANCHOR
MAX. D.C.
TYP.
ANCHOR TYPE, EMBEDMENT /F
CONCRETEICMU
SEE FIG
THIS SHEET( -
AND EDGE DISTANCE PER _XTERIOR
EDGE
PER ANCHOR
2��OR 7
SUBSTRATE,
SEE TABLE A, SHEET I DISTANCE
REQUIREMENT
& NOTE 3, BELOW
INTERIOR POCKET
EXTERIOR POCKET
METAL TYP., SEE ANCHOR NOTE
4, SHEET I ANCHOR LENGTH TO
BE A MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
DETAIL 13
2.�.ETAI
Alvit-1:1111"Fil 11
EXTERI
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE A, SHEET 1
& NOTE 3, BELOW
ACHOR
NOTES
1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES I & Z
4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS.
5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL. INSTALLATION METHODS.
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION
EMBEDMENT,
1/4"
MAX
SEE, FIG
THIS SHEET',31
-
1-07-0 TECHNOLOGY DR
N. VENICE, FL 34275
(941)-480-16W
e Ill
lfamamm
EXTERIOR
EXTERIOR POCKET
X\ WOO* IpY BUCrSTRIP OR
FRAMING, SEE ANCHOR
NOTE 3, SHEET I
OPT. ANCHOR
P-HOOK EXAMPLES, HORIZ. X-SECT. 1
Building Code
moA-N- 21-0205.04
XV LYMV
S
7 1 —0l5-11 5 No- 58705
J ROISOVVSKI
02/01/21
S tU
01/27/21 TATE OF
/")ONAL
A. LYNN MILLER, P.E.
NTS 6 OF 21 MD-5470.0 c PE#58705
TABLE 1:
Design Pressure (DP) and Anchor Quantilfies Required,
(for all approved configurations on Sheet 2)
Astragal ReinforcerneTit #29
0 He DLO OL 6 5 t6i8
Lockstile Reinforcement #25 or 426
Std. Interlock Reinforcement #27 k ArIct'iorGrcup
DeS!g Pressure
+127A
1-121.1;
'�!
Sill
C5+1
C3-1
C3+1
21"
DILO
1 5
1 6
Jamb
Ith
Width
5
7
Design Pressure
+10631-106 3)
22—
Head/Sill
C5+1 C3+11C3+1
39'
DLO
-—
Width
Jamb
-P-h—ook
5 5 1 6
7 7
Design Pressure
+92.91-92.9p:
28-518"
Head/SM
C5-1 C3+11C3+1
36'
DLO
Width
Jamb
5 5 6
P
7 1 7 7
z
Design Pressure
+ 78,4 / -78.4 p;
34-5/8'
Head/Sill
C5+2 (33+1 C3+1
42"
DLO
Width
Jamb
5 5 5
P-hook
7 7=7
Design Pressure
+60 / -60 psf
40---
HeadISPI
C3+2l1C3+11C3+1
48"
DLO
Width
Jamb
5 1 5 1 5
TABLE NOTES
72-15716' PLO Height
Anchor Group
Li-B- ALCD
+1201-120psf
5 5 6 1 5
7 7 7 1
+100.21-100.2josf
5+1 �C3+1 I C�3-1C3
5 5 6 5
747+7 7
+87.31-87,3psf
5+-1 T—C3+-1-1 —C31+1
+78.41-78-4psf
5+2 C3+1 C3+1 1C;3-
5 6 5
_7 -77 1=7
+60 / -60 osf
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A,
SHEET I FOR COMPLETE ANCHOR LIMITATIONS.
84-1516' DLO Height
THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, IHE
Anchor Group
MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
CONSIDERED, SEE TABLE 81, THIS SHEET,
+ 102.9 / -102.9 psf
# OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS
CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
MIDSPAN OF PANEL),
TOTAL # OF ANCHORS THROUGH THE JAMB.
+85.3 / -85.3 psf
THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK.
-- �.--
PERPENDICULAR TO THE GLASS.
+73.81-73.8pst
+65.81-65.8psf
+601-60
USED IN EXAMPLE ON SHEET 9
1) IF WATER INFILTRATION RESISTANCE IS REQUIREDTHE LESSER VALUES OF EITHER TABLE 1
AND TABLE BI DETERMINES THE WATER LIMITED (+) DP.
2) IF WATER INFILTRATION RESISTANCE 15 NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL
RISER IS NOT REQUIRED- IF SO, +DPIS SHOWN IN TABLE I MAY BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET 1.
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING
TABLE, B1--
Water-Limited
FIG 1:
Design Pressure
OH LENGTH
Sill Nom. Sill Max. OP
Riw Haigh Allowed
I- DOOR ASSEMBLIES
-- -
1111 See Note 2
-4l2
- M INSTALLED WHERE THE
W OVERHANG (OH) LENGTH IS
PRODUCT REVISED
the F1.4d.
2 UZI +38.7 psf
M EQUAL TO OR GREATER THAN
as .._plyi.g with
Building C.d.
I +60.13
_43 i
Ps
T
0 THE OVERHANG HEIGHT IS
NOA-.. 21-0205.04
N
44 4-1/16" +80.0 psf
EXEMPTED FROM WATER
E.pirtj.. Bate 04121/202
45 4-5/8 +100�O =Psf
INFILTRATION RESISTANCE.
By
—C..t-i
MI—j-D.d. P-dii.1,
OLD WIDTH = NOM. PANEL WIDTH - 7-3/3'
----------------------------
�\' k I I I I I f I / / 1,
DLO HEIGHT = DOOR HEIGHT - 11-1116"
10".01V LYNA/ t,
/'(�
PANEL HEIGHT = DOOR HEIGHT - 2-1/2"
'\-4 �'� .'
VINYL SLIDING GLASS DOOR NOA (Ni) 10�/W15
= No. 58705 %
DID &ANCHOR QUANTITY TABLE i R( SOWSKI
02/01/21
C) NO CHANGES THIS SHEET k1l 01/27121
S THIS SHEET-
.-PRO_
)70-fffCH&oL6GY OFF
�%NAL
N. VENICE, FL 34275
(941)-480-1600
-NTS - 1 F-1—
7 IF 21 !;J.�MD�-5 70 0 44 C
SI3"70 4
jjit I "I0
A. LYNN MILLER, P.E.
P Et' 58705
REGILR "TONL29222
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheet 2)
Use this table for
Door Unit Height
Astragal Reinforcement #29
80" 84"
96"
1081, 129'
LGckstile Reinforcement #25
66-15le DLO Height 72-15/16- DLO Height
-
E14 15/ 0 Height
96-115/116- DLO Heigh 108-15/16" DLO Height
HD Interlock Reinforcement #28
Anchor Group Anchor Group
Anchor Group
Anchor Group Anchor Group
A B C I AA- F�3 C I
A B C
A
���D I B 0
I -Design Pressure
_T
+169,41-1 + 160 / -160 Psf
_
T1371 psf
+126/-130psf + 106 7 / -115 6 pic'
16-518"
Heacl!Sil)
C 5 - "TC-5 +—,TC-5 1-1 FC
ILI
I" With
Jamb
t
5 5 7
P-hou",
7 7 7
Design Pressure
+141.8 -141.8pst
22-5/8'HcadlSlll
----5--2T(, _5, I TF5-_1 FC
30" DLO
—Jamb__
5 5 7
Width
In hock
7 7 7
Design Pressure
+123-9 / -123, 9 psf
28-5/8' Sifl �
�
C5+2 C5,1 G5+2
,
36 DLO
Jamb
Width
5 5 7
__ _-F—hook
—T 7 1 7
Design Pressure
+ 1045 / -104,5 psi
6 34-5/8' —HPaWS �jll -
_E5+_2TC3 21 C06+2 f C
42' DLO
C'
L Width Jamb
!---
5 5 7
— I
P-hook
7 1 7 1 7
E
0 Design Pressure
+801-80psf
40-5/8' 1 4eoVSili
CZ2
48' DLO
I
Jamb
Width
FC3+2 F
5 5
_
P -hook
7 7 . 7
Design Pressure
+ 74. 1 J -74.1 fysp
7___H_eadiS_j_1!C_5+2
C
54" DLO
�C3+21CC3_,2
Width Jamb
P-hook
7
Design Pressure
+601-wpsf
C3+2 C,
DLO
'L_—__-_._-
-t--�- -
'la"ib
Width
5
TABLE
NOTES
+1335/
+ 1145 4 / -116.4
+ 113 6 / -113, 8 psf 1 +99,11 -107.4 psf I + 87 6 / -95. 1 psf
+98,51-95,5
+ 104 5 / -104 5 psf 1 +878 / -878 psf
+601-80psf 1 +80 / -60 psf
i 74. 1 / -74- 1 psf I +63_81-63.8psf
+601-60psf 1 +601-60
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2
AND TABLE 82 DETERMINES THE WATER LIMITED (+) DP.
2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL
RISER IS NOT REQUIRED- IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED,
3) SEE SILL RISER TYPES ON SHEET 4.
4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET 1,
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING
-92.4 psf I -75,31-81,6psf
+75.7 / -82 psf 1 +66.51-72
+601-65pst 1 +601-65psf
Not available in these sizes.
I F7'_j
_2 is
1070 TECHNOLOGY DR
N VENICE, FL 34275
(941)-480-1600
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW- SEE TABLE A,
SHEET I FOR COMPLETE ANCHOR LIMITATIONS.
THE MAXIMUM OP AT THESE ANCHOR QUANTITIES, ADDITIONALLY, THE
MAXIMUM POSITIVE Do DUE TO THE SILL HEIGHT MUST ALSO HE
CONSIDERED, SEE TABLE B2, THIS SHEET.
# OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+11, 3 ANCHORS
CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
MIDSPAN OF PANEL).
I TOTAL# OF ANCHORS THROUGH THE JAMB
THE # OF ANCHORS REQUIRED THROUGH. THE P-HOOK,
PERPENDICULAR TO THE GLASS.
FIG 1:
PRODUCT REVISED
.. ..-plying with the Fl.dd.
Building Code
moA-N.- 21-0205.04
E.pi-fion D.t. 04/2112026
By
Mi—i-D.d. P-duct Cont-1
DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" /r/
DLO HEIGHT= DOOR HEIGHT - 11 -1/16" ��N LYNA(�,
PANEL HEIGHT = DOOR HEIGHT - 2-112'
VINYL SLIDING GLASS DOOR NOA (NI) J1010511 Nc. A�5ES705 *=
DIP & ANCHOR QUANTITY TABLE iIrl J ROSOMKI
1)3 0Z/01/21 0
0) NO CHANGES THIS SHEET 1127/2 STATE OF 11
..........
IONAL
3GD-547011'1 NTSJJ� 804 21 jj�j MD-5470.O C
PE A. LYNN,MILLER PE,
0 58705
07WISIM
3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX,
INTERIOR MOUNT POCKET, 48" X 84" NOM_ PANELS,
LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE,
PROJECT DESIGN PRESSURE REQUIRED. +48.2/-58.6 PSF
OPT, ANCHOR
TO AID IN -
ALIGNMENT
EXTERIOR
INTERIOR
12" JAAX.
POCKETBY
OTHERS.
SEE
NOTE 6,
SHEETS
EXTERJOR
FRAME JAMB REQUIRED
@ INTERIOR POCKETS
SPLICE NOTE
NON-STRUCTURAL ANCHORS MAY
BE ADDED IN -FIELD AS NEEDED TO
ALIGN THE HEAD OR SILL IF A
SPLICE OCCURS WITHIN A POCKET.
/1-11
HEAD SPLICE INTERIOR
6. ,..®.CENTERLINEMAX.
OF PANEL 1
ANCHORAGE,
SHEET 12 'Ca" CLUSTER,
SHEET 12
SEE POCKET JAMB
INSTALLATION ON
SHEET
Gnu
SILL SPLICE INTERIOR
CENTERLINE
MAX OF PANEL I
POCKET BY
OTHERS, SEE 0 ,�
NOTE 6,a or
SHEET - --- --------
ANCHORAGE,
SHEET 11 'C3CLLJSTFR.
21.6" FRAME JAMS SHEET 11
MAX+ SEE POCKET JAMB
REQUIRED I NSTALLATtCN ON
00 INTERIOR POCKETS SHEETS
1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF
+48.2/-58,6 AT A NOM. PANEL SIZE OF 487X 84". FROM TABLE 1, SHEET 7, THE
DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN
PRESSURE REQUIREMENTS.
Head/Sill C3�2
FOR WOOD INSTALLATION USING ANY pEq
ANCHOR IN GROUP A (SEE TABLE A), TABLE F Head/Sill -E,
1 SHOWS ANCHOR REQUIREMENTS OF: I P4mk JZ__j
6" MAX
<
6" MAX,
OPT. ANCHOR
TO AID IN -
ALIGNMENT
P-HOOK JAMB
ANCHORAGE ANCHORAGE
DETAILS DETAILS
FOR PRODUCT REFERENCES, ALSO SEE:
A)SHEET 2FOR ALLOWABLE CONFIGURATIONS AND EXACT
LOCATIONS OF CROSS-SECTION DRAWINGS.
8) SHEET 10 FOR SPECIFIC GLAZING TYPES.
C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS
E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES,
F) SHEET 21 FOR A BILL OF MATERIALS.
2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON:
HEAD (CLUSTER ANCHORS):' SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT
THE INTERLOCK/ASTRAGAL.
HEA_D(LNjFRMEDJATE ANCHORS) SHEET 12 FOR THE `+2 ANCHORS AT THE
MID -SPAN OF EACH PANEL.
SILL(CLUSTER ANCHORS)- SHEET 11 FOR THE"C3" CLUSTER ANCHORS AT
THE INTERLOCK(ASTRAGAL.
SILL I{ ANCHORS) SHEET 11 FOR THE "+2 ANCHORS AT THE
MIDSPAN OF EACH PANEL.
JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. - -- ---
P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL
LAYOUT.
3) INSTALLATION DETAILS INTO WOOD CAN
BE FOUND ON:
HEAD & SILL: SHEET 4 1070 TECHNOLOGY OR
N. VENICE, FL34275
JAMB: SHEET 3 (941)-480-1600
P-HOOK: SHEETS
CENTERLINE I —CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION.
CENTERLINE CENTERLINE
OF PANEL 2 OFPAAEL3
'-2'ANCHORAGE,
SHEET 12
,C3"CLUSTER,
SHEET 12
mgm,11=161
25-318!'MAX- \ / I 1°
'+2'ANCHORAGE, MAX.
SHEET 12
END ANCHORAGE EXTERIOR
{MIN, I ANCHOR)}
CENTERUNE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
OF INTERLOCK F—or INTERLOCK ANCHOR NFORMATON.
CENTERLINE CENTERLINE
OF PANEL 2 OF PANEL 3
-+2'ANCHORAGE,
25-318'MAX- -
SHEET 11
".2' ANCHORAC
'C3"CLUSTER,
SHEET
SHEET 11
END ANCHORAGE
(MIN. I ANCHOR)
SILL ANCHORAGE DETAILS
Px?q_L3-TRgcn
END PANEL ANCHOR EXCEPTION!
DISTANCE TO NEXT CLUSTER
fO BEZ-,3/8," O.C. OR LESS
-CENTERLINE " OF END PANEL
FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE
MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE
Q.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER
25-3/8', OTHERWISE ANCHORS ARE NOT REQUIRED AS
PER THE FIGURE ABOVE:
VINYL SUDING GLASS DOOR INCA (NJ) 110105111�
STRAIGHT DOOR EXAMPLE A.- J ROSOWSKI
C) NO CHANGES THIS SHEET. 01/27/21
D 4 z _T1 MD-5470,0 —59OF21 IT
G
— I 5.
MAX.
EXTERIOR
-5
8141di.9 C.d. NOA-M.. 21-0205.04
-LyNiv
p
No. 58705
STATE OF -'4el
A. LYNN MILLER, P.E.
P.E.#58705
STRUCTURAL
POLYIS013UTYLENE
WTH DESICCANT
EXT. GLASS,
`-INT. GLASS
KODISPACE
HOT -MELT BUTYL
STRUCTURAL
SIUCONE
FOAM--- 3/16"NOM.
WITH
DESICCANT
EXT. GLASS-
--INT GLASS
SUPER
ALUMINUM
REINFORCEMENT POLYISO
BUTYLENE
5116, NOM, SEAL
BUTYL&DESICCANT ROLL -FORMED
FOAM /A, STAINLESS STEEL_
EXT. GLASS
EXT CLASS
3/16'1 GLASS
11116" AIR SPACE-
3116' T GLASS-
0 R (8
PRODUCT IS "EXTERIOR
GLAZED' IF#82-83IS
TOWARDS THE FXTFRJOR.
U
INTERIOR
PRODUCT IS"INTEROR-
GLA7ED"1F#82-831S
TOWARDS THE INTERIOR.
1-1/I6 NOM. I-
A
PAINTED/
LAMINATED
SURFACE
WIT'NOM,
GLASS
BITE
DESICCANT FILL AREA, 1
5/16*'NOM. GLASS DETAIL
SILICONE SEAL
NOTES:
1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED-
2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED.
"T" = TEMPERED
-- INT. GLASS " INT. GLASS
,;,,,DURASEAL4 - XL EDGE TM
,L)SPACER SPACER
PRODUCT REVISED
.s complying with the Florida
Building Code
moA-No. 21-0205.04
Expiration Date 04/2112026
By
Miami -Dade P—duZi, _Control
...........
OGENS�'
%
VINYL SLIDING GLASS DOOR NOA (NI) I 0105/15
= No.58705
17-
GLAZING DETAILS ti,J ROSOVVSKI
02/01/21 44,
J.,
C) NO CHANGES THIS SHEET. 01/27121
STATE OF _s:
1076 t_tdk4dL_dG_ybj�z_
N_ VENICE, FL 34275
(941)-480-1600
1 J_
_�SGD-547 I—
111�11 T01 NTS 21 1-41 MD-5470,0 4�1 C
It 100F__L
A. LYN MILLER, P.E.
F 1158705,
... .......... ............. E��
!!I
:, !_ I
IN
P.F.
SILL CLUSTER ANCHORS LAYOUT:
ASTRAGAL OR
INTERLOCK—,
CENTERLINE 4"
2-TRACK CLUSTER 'C3" ANCHOR LOCATIONS
ASTRAGAL OR
INTERLOCK -
CENTERLINE 4"
EXT{ERIOR 3 22"
3-TRACK CLUSTER"CX
ANCHOR LOCATIONS
NO I ES,
J-)- -
2) TRACKJO-TRACK
DISTANCE IS 2 375" 2,375"
FOR ALL SILLS:
-iCURES PERTAIN TOTHE FOLLOWNGSW
CLUSTER ANCHOR LOCATiONS
Jamb 5
P-hook 7
ASTRAGAL OR
WTERLOOK--
CENTERLINE J4
EXTERIOR
17 31 2-TRACK CLUSTER
ANCHOR LOCATIONS
ASTRAGAL OR
INTERLOCK_
CENTERLINE 4Y
FXTFRM 322`
3-TRACK CLUSTER"CY
ANCHOR LOCATIONS
ASTRAGAL OR
INTERLOCK -.-A- 'k,
CENTERLINE
4"
EXTERIOR 3.22"
1 - t/
4-TRACK CLUSTER
"CS" ANCHOR LOCATIONS
PANEL
CENTERLINE
EXTERIOR
I
2-TRACK INTERMEDIATE
"+I'ANCHOR LOCATION
PANEL
CENTERLINE
EKTFRiOrR
3-TRACK iNTERMEDIATE
" + 1'ANCHOR LOCATION
PANEL
CENTERLINE
EXTERIOR
4-TRACK INTERMEDIATE
',I'ANCHOR LOCATION
, 4- ;
1670 TECHNOLOGY DR
N. VENICE, FI- 34275
(941)-480-1600
PANEL—
CENTERLINE
4'
EXTERIOR
IP" 2-TRACK INTERMEDIATE
"-2" ANCHOR LOCATIONS
PANEL_
CENTERLINE 4"
EXTERIOR 3.22'
75' 3-TRACK INTERMEDIATE
",2'ANCHOR LOCATIONS
PANEL
CENTERLINE
EXTEtiDR
j !7
4-TRACK INTERMEDIATE
'42'ANCHOR LOCATIONS
FIGURES PERTAIN TO THE FOLLOWNG SILL
INTERMFD TEANCHORLOCATIONS
F
PANEL
CENTERLINE
4"
EXTERIOR
'JF 2-TRACK INTERMEDIATE
"-3" ANCHOR LOCATIONS
PANEL yy
CENTERUNE 4*'
EXTERIOR 3-2Z'
3-TRACK INTERMEDIATE
"+3" ANCHOR LOCATIONS
PANEL
CENTERLINE I
TERIOR 1---- 122"
151 'RACK INTERMEDIATE
'-r ANCHOR LOCATIONS
NOTES
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) TRACK -TO -TRACK i
DISTANCE IS 2.375 2.376'
FOR ALL SILLS:
PRODUCT REVISED
as complying with the Florida
B.Hdi.g Code
NOA-No. 21-0205.04
Expiration Date 04/21/2026
10,05/151
By
Mi.-I-Dad. Product Control
J ROSOWSKI
JW01-127/21
NTS I 9 il OF 21 hl MD5470.0
,N"'XV LYNAt
..........
S
02/01/21
0 STATE OF
A. LYNN MILLER, P.E.
P F # 58705
HEAD CLUSTER ANCHORS LAYOUT:
ASTRAGAL OR
INTERLOCK ---'I
CENTERLINE
EXTERIOR3.22"
2-TRACK CLUSTER "CY
ANCHOR LOCATIONS
ASTRAGAL OR
INTERLOCK -
CENTE.RIJNF 4"
EXTERIOR
yy
3-TRACKCLUSTER C3'
ANCHOR LOCATIONS
ASTRAGAL OR A-1
INTERLOCK-
GENTERL.W_ 4"
FXTER16R 3 2Z
4-TRACK CLUSTER
"CTANCHOR LOCATIONS
ASTRAGAL OR
INTERLOCK
__7 4"
CENT111111
EXTERIOR 3,22"
2-TRACK CLUSTER(35"
ANCHOR LOCATIONS
ASTRAGAL OR
INTERLE)CY'
CENTERLINE
EXTERIOR 3.22"
3-TRACK CLUSTER'CS'
ANCHOR LOCATIONS
ASTRAGAL OR
INTERLOCK——
CENTERLINE 4!'
EXTERIOR 3.22"
4-TRACK CLUSTER
'C5'ANCHOR LOCATIONS
NOTES'
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2)TRACK-TO-TRACK
DISTANCE IS 2.375" .375"
FOR ALL HEADS
F.
-Silli C3 I
Jamb 5
P-hook 1 7
PANEL
CENTERLINE
EXTERIOR
Z� 2-TRACK INTERMEDIATE
"+7"ANCHOR LOCATION
PANEL
CENTERLINE
EXTERIOR
3-TRACK INTERMEDIATE
",I" ANCHOR LOCATION
PANEL
CENTERLINE
EXTERIOR
L
4-TRACK INTERMEDIATE
'-l'ANCHOR LOCATION
)70 TECHNOLOGY DR
N. VENICE, FL 34275
(941)-480-1600
PANEL
CENTERLINE 1 RL4"
-----------
EKTERIJC�R
T 22"
3
2-TRACK INTERMEDIATE
"+2" ANCHOR LOCATIONS
PANEL
CENTERLINE i 4,75"
EXTERIOR
3-TRACK INTERMEDIATE
3 "+2'ANrHOR LOCATIONS
PANEL
CENTERLINE
EXTERIOR
4-TRA.CKINTERMEDIATE -+2-
ANCHOR LOCATIONS
PANEL
CENTERLINE
EXTERIOR
2-TRACK INTERMEDIATE
"+Y ANCHOR LOCATIONS
PANEL
CENTERLINE 1 17 4"
EXTERIOR_ 3,22"
3-TRACK INTERMEDIATE
* 3" ANCHOR LOCATIONS
PANEL _ 11
CENTERLINE 1/ 4-
EXTERIOR 3,22"
4 IRACKINTERMEOArE:'+3-
ANCHOR LOCATONS
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2)TRACK-TO-TRACK
DISTANCE IS 2.375' 2.375`
FOR ALL HEADS:
ANCHOR LOCATIONS B J ROSOWSKI
C) NO CHANGES THIS SHEET. 01127121
NTS 12 OF 21 MD-5470.0 JC �: 3GD-547& 1� 1 1
♦ I - l
'401400 , i
cung Code
21-005.04
LYN/v
No. 58705
02/01 /21
0� STATE OF
1/0NAL
A., YNN MILLER, P.E.
RE * 58705
[winswullwl- IN
Zwu
2375'
4.75"
MAX.
21.6"
21 .6'
MAX.
MAX.
EXTERIOR O.C.
EXTERIOR
OPT, ANCHOR
TOA ID IN
ALIGNMENT
MAX,
MAX.
L
2-TRACKFFbNMIE3-TRACK
FRAME
JAMB
ANCHORS
JAMB
ANCHORS
OPT, ANCHC
TO AID
ALIGNMEt
NOTES
1) SEE TABLES 1 & 2 FOR EXACT QUANTITY
OF ANCHORS REQUIRED IN THE P-HOOK-
Jarreb 5 1
P-hook 1 (7) j
JAMB JAMB
(3) WEEP NOTCHES
PER END @ 1" X.600"
(3) TRACK WEEP HOLES
EVERY 24"@ 1 . 125" X .190";
(1) WEEP NOTCH EVERY
24- @ 1.376" X.500'
RGJRES PFRTAIN TO THE FrLLOWING J-18 ANCHOR LLGAl K)Wa
All
7126"
HleadSill C3+1
21 -IT
MAX. Jamb (5)
P Lw�k7
O.C. EXTERIOR
NOTES
1) STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY
BE LOCATED IN ANY ADJACENT TRACK
(SIMILAR TO THE 2-TRACK JAMB) AS
MAX REQUIRED TO MEET MIN. EDGE DISTANCE
f- CONSTRAINTS. IN CASE OF AN ODD
4-TRACKFRAME NUMBER OF ANCHORS, THE MAJORITY MAY
JAMB ANCHORS
BE TOWARD THE INTERIOR OR EXTERIOR.
fj (4) WEEP NOTCHES
PER END @ l' X.500"
SILL
EXTERIOR
(6) TRACK WEEP HOLES
EVERY 24- @ 1-125- X.190-1-
(1) WEEP NOTCH EVERY
24!'@ 1.375" X,500-
19-mo
mpg
(5) WEEP NOTCHES
PER END @ V X.500"
(10) TRACK WEEP HOLES
EVERY 24" @ 1. 125" X. 190
(1) WEEP NOTCH EVERY
24' @ 1.376" X.5W'
SILL WEEPHOLE LAYOUT (2. 3 & 4 TRAC
VINYL SLIDING GLASS DOOR NOA (Ni) 10105/1'
J ANCHOR LOCATIONS C b: J ROSOVVSKI
C) NO CHANGES THIS SHEET. kAC�01127121
1070 TECHNOLOGY DR I �.
N. VENICE, FL 34275 (941)_480_16W
SGD -5470 NTS 13 OF 21 AHD-5470.0
21-0205.04
i "
'N' tv LYNIV*
..........
No. 58705
--u 02/01/21
STATE OF
IONA
llllIjjll'
AL LYNN MILLER, P.E.
-- La2ut--i
4'
EXTERIOR
2-TRACK 90' CORNER.C4" ANCHOR LOCATIONS
(USE WHERE -C3-JE SPECIFIED)
I
rR10R
3-TRACK 90 " CORNER 7
.CA"ANCHOR LOCATIONS
(USE WHERE -C3- IS SPECIFIED)
I
TERiOR
I
PYTEpinp
2-TRACK 90' CORNER
-Cir ANCHOR LOCATIONS %7
(USE INHERE"C5"IS SPECIFIED)
I-
3-TRACK 90' CORNER
CV'ANCHOR LOCATIONS
(USE WHERE -05" IS SPECIFIED)
��
SILL 90' CORNER CLUSTER ANCHORS LAYOUT:
12
4" -
4-TRACK 90' CORNER EXTERIOR EXTERIOR
"CVANCHOR LOCATIONS 4-TRACK 90' CORNER
(USE WHERE 'C5"IS SPECIFIED)✓ U 'C4" ANCHOR LOCATIONS
RE WHERE -C3- IS SPECIFIED}
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS.
3) TRACK -TO -TRACK
-- DISTANCE IS 2.375" 2J75,, 167
FOR ALL HEADS AND SILLS N
---------- I -------
I
2-TRACK90'CORNER EXTERIOR
"11. ANCHOR LOCATIONS -F�
;USE WHERE -CY IS SPECIFIED)
I
3-TRACK 90' —.14-1, — ZK)R
"CV ANCHOR LOCATIONS
FUSE WHERE 'C3" IS SPECIFIED)
171rim
4
2-TRACK 90' CORNER EXTERIOR
"CS" ANCHOR LOCATIONS (USE WHEREC5" JS5 SPECIFIED)
ICII
1191M
3-TRACK 90' CORNER
"Cil" ANCHOR LOCATIONS
(USE WHERE "C5- IS SPECIFIED)
4"
4"
<4-TRACKOO'CORNER
1 'C;6" ANCHOR LOCATIONS
(USE WHERE -05- IS S
I
EXTEIRLIDR
- F1
FIGURES PERTAN TO THE
FOLLOWNC W CORPRSILL
ANCHOR LOCA CNS.
Head/Sill 1
-lamb 5
P-Imok 7
#4
E.pi-twn o.t. 04/21/2026
BY
LYN/V
No.58705
STATE OF
RIOR
ZONAL
15 A L/Y'N'
N MILLER, P.E.
PX # 58706
HEAD 135' CORNER CLUSTER ANCHORS LAYOUT:
ZA 1-*-'
-C;" '�Z�L8CAT)ONS
fUSEWHERE "CT IS SPECIFIED)
3-TRACK 135' CORNER
'C4'ANCHOR LOCATIONS
{USE WHERE 'C,r IS SPEOPFIT,
4-TRACK 13T CORNER
"C4" ANCHOR LOCATIONS
iUSE WHERE "C3* IS SPECIFIED)
EXTERIOR
EXTERIOR
4�
FtGJRES �ERTAIH TO THE FOLLOYANG 135° COMER
HEAD ANCHOR LOCATIONS
135%
Jamb 5
p-hOok -- - ---- i--
4'
3.22EXTERIOR
" t
2-TRACK 136 CORNER
.-F A' , NCHOR LOCATIONS
(USE WHERE "CT IS SPECIFIED)
3-TRACK 135' CORNER
"C6"ANCHOR LOCATIONS
(USF WHFRE"C5" IS SPECIFIED)
4�'
EXTERIOR
4"
RGLRS;*RT TO THE
SILL 135' CORNER CLUSTER ANCHORS LAYOUT: FOLLOWC- '�CCRNERsiu
ANCHOR LOCATIONS.
4' 4" \1
Head/Sifl
-lamb 5
EXTERIOR EXTERIOR P-hook 7
4" '4,
12-TRACK ISYC NER 171, 2-TRACK 135' CORNER
'C4'ANCHOR LOCATIONS "CB" ANCHOR LOCATIONS
(USE
WHERE -C3- IS SPECIFIED) (USE WHERE TS'G SPECIFIED)
--4 L--- 122"
3-TRACK 135a CORNER
"C4* ANCHOR LOr-PITIO"s
(USE WHERE "C3" IS SPECIFIED)
— EXTERIOR
4-TRACK 135' CORNER
4-TRACK 135' CORNER
'C6'ANCHOR LOCATIONS
(USE W-IERF -CV IS SPECIFIED) -4'ANCHOR LOCATIONS
(U
SF IA14ERF 'Cl' IS SPECIFIED)
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS.
Im i
3) TCK-TO-TRACK imi - -1
DISTANCE IS 2.375' 2.3751, 2.375'
FOR ALL HEADS AND SILLS:
EXTERIOR
4� PRODUCT REVISED
.. —plylg with the FI-Ild.
Building C.d.
ljyj
aeon-N- 21-0205.04
E.pi-tion Date 041211202
EXTERIOR
By-
13.22"
3-TRACK 135' CORNER
'C6' ANOViOR, LOCATIONS
(USE WHERE -05`1S SPECIFIED)
/011
4'
()t�(LYNN
#1
ti ICENS��
A 1 4'
No. 58705
EXTERIOR
02/01/21
3.22
STATE OF
4-TRACK 1?�- CORNER
"C6" ANCHOR LOCAHONS
/OL
(USE WHERE -CT IS SPECIFIED)
I I, I I INAI I
A. LYNN MILLER, P.E.
VINYL SLIDING GLASS DOOR NOA (NI) 10/05115
ANCHOR LOCATIONS E J ROSOWSKI
C) NO CHANGES THIS SHEET. 01127121
)70 TECHNOLOGY DR k
8
N. VENICE, FL 34275
(941)-480-1600 iSGD-5470 �JNT" 15 OF �211 I �MD-5A70.0 ��k C
RE�
Gi,'TRAON 02 TI1��
SPLICE
LOCATION �] 4"
EXTERIOR ' :7�-3 22-�
I-
`3 2-TRACK SPLICE
'C4' ANCHOR LOCATIONS
(USE WHERE -C3- Z SPECIFIED)
SPLICE,
LOCATION 4.75"
EXTERIOR 4"
3-TRACK SPtICF
15 ANCHOR LOCATIONS
(USE WHERE -C3' IS SPECIFIED)
SPLICE_
LOCATION
4"
EXTERIOR 3,22"
45 2-TRACK SPLICE
"CS"ANCHOR LOCATIONS (USE WHERE `C5" IS SPECIFIED)
SPLICE
LOCATION 4'
EXTIERIO'f'R
3-TRACK SPLICE
ANCHOR LOCATIONS
(USE MERE -05" IS SPECIFIED)
SPLICE
LOCATION
4"
EXTERIOR
I 2-TRACK SPLICE
"CW ANCHOR LOCATIONS
(USE WHERE -C3- IS SPFDFIFD)
SPLICE
LOCATION 4"
F 7EXTERIOR
==:
ITT I HACK SPLICE3 2�2
'C4'ANCHOR LOCATIONS
(USF WHEREC3'IS SPECIFIED)
SPLICE__ 4,76' SPLICE_ SPLICE,
LOCATION LOCATION 4 LOCATION 41
o r
TERIOR EXTERIOR 3.22- EXTERIOR 3,22"
4"
4-TRACK SPLICE 4-TRACK SPLICE
4-TRACK SPLICE Ili 'C4 ANCHOR LOCATIONS
C4° ANCHOR LOCATIONS "Ce. ANCHOR LOCATIONS
(USE MERE -C3" IS SPECIFIED) (USE WHERE -G5- IS SPECIFIED) (USE WHERE 'CT' IS SPECIFIED)
RGURFS PERTAIN TO THE FOLLOWING SPACED
HEAD ANCF>OR LOCATIONS
Head/Sill I I
Jamb 1 —5
P
NOTES
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK
FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9.
3) TRACK -TO -TRACK - Ji I
Z DISTANCE IS 375" 2375" 2.376'
FOR ALL HEADS AND SILLS:t7= _1 f 1
4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED
BY OTHERS AND REVIEWED BY THE. AUTHORITY HAVING JURISDICTION.
SPLICE
I OCATION
EXTERIOR
2 TRACK SPLICE
"C6' ANCHOR LOCATIONS
(USE WHERE "C5":S SPFCIFIFO)
SPLICE
LOCATION 4"
EXTERIOR 4"
3-TRACK SPLICE
'C6'ANCHOR LOCATIONS
(USE MERE "CS- IS SPECIFIED)
SPLICE
LOCATION
FIGURES PERTAIN TO THE FOLLOINING
SPLICED Sill ANCHOR LOCATIONS
Head/Si/ 1
Jamb 5
P-hook 7
PRODUCT REVISED
.. —plying with the Fl.vid.
B.11ding Cd.
NoA-N.. 21-0205.04
E.pi_u.. id.t. 04/21/2026
By
3.22"
V LYNN
4-TRACK SPLICE ......
"C6'ANCHOR LOCATIONS
(USE WHERE -05" IS SPECIFIED)
No.58705
02/01/21
STATE OF
'L4ORiDP-
70NAL
A. LYNN MtllER, P.E.
P.EA 58705
1070 TECHNOLOGY DR
N. VENICE, FL. 342.75
(941)-480-1600
mor"a
ANCHOR LOCATIONS F
C) NO CHANGES THIS SHEET
SGD-5470 NTS 16 OF 21
I&I
PANEL 7-11-- -1
TYPES SINGLE j SINGLE
INTERLOCK 1, INTERLOCK
INTERIOR OR OUT i IN
EXTERIOR GLAZED
SINGLE
INTERLOCK
OUT
SINGLE
INTERLOCK
i Li IN
FIXED
STILE
ui LOCKSTILE
Wl HANDLE
ASTRAGAL
Box OUT
u-
ASTRAGAL Cl.
BOX iN
OUT So ASTRAGAL Ut
Lu RECEIVER
< iIN. 9T
ASTRAGAL
RECEIVER
OUT 115'
ASTRAGAL
J RECEIVER
IN. 135*
ASTRAGAL 'VL
RECEIVER
FIXED
STILF
LOCK87FILE I
WHANDLE
ASTRAGAL ASTPAGAI
Box OUT BOXM
OUTS'DEqD`
ASTRAGAL
, RECEIVER
MSIDF90' OUTSIDE 135' WMIDE 135-
ASTRAGAL ASTRAGAL i ASTRAGAL
RECEIVER RFcrfVFR RECEIVER
PP
K
L
L
TC
TA
TV:,
TW
p
I I A
C
C
SIC
SA
SV
SW
S
IS
FC
FD
FV,
FW
faoxoun
(�M)
LEFT RIGHT
PANEL PANEL
STILE STILE
PANEL TYPE "F" SHOWN.
SCREEN PANEL TYPES
c T
DOUBLE F—
NTERILOCK
MI
OCKSTILE
J_
LOCKSTILE
SID
SINGLE
INTERLOCK
------------
A
DOUBLE -
T�
NTEFUd80CK
uASTRAGAL
DS
DOUBLE
NTENLOCK
ASTRAGAL
DO
UBLE 'NK TERL
ASTRAGAL
DOUBLE
INTERLOCK—
LOCKSTILE
LOCKSTILE
SINGLE
INTERLOCK
PRODUCT REVISED
— .—pil.9 �dth th. F1.6d.
B"Ildi.q C.d.
NGA-N.. 21-0205.04
04/211202
PANEL NOTES:
LYNAtf///////,
1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE.
2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE
NOT
VINYL SLIDING GLASS DOOR NOR {Ail) 10/05115
No. 58705
AVAILABLE.
F—
PANEL TYPES
fi
a J R OSOWSKI
1
02/01/21
3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 617'.
I
— I
--a
'C) NO CHANGES THIS SHEET.
- sl 1/27/21
STATE OF 'ICJ
4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH
1070 TECHNOLOGY DR
:Ali
TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10,
N. VENICE, FL 34275
—fl
(941)4810-1600
-SGD- 17 OF 21
5470T
11 NTS I
Ef, I
!I!L7�
A. 1. F.E.
P. F SM l4ER,
5
LF2ISTRATJON #29296
5.875
gg
10,635
100-
.540
-500
.291 .061
.550
f
F]ff0❑ 1-812
1.681
062
.930
1928�
I00
J
_
j
FRAME SCREW
(7) COVER
.301
I�) ANCHOR PLATE TRACK INSERT U0 INTERLOCK CAI,
2 TRACK HEADIJAMB
(76,) 4 TRACK SILL
(PVC)
EXTENDED POCKET
8,250
07701 1.6813 1,681
3 TRACK HEADNAMB r413 TRACK SILL
- ----- --10.625
j:
J1.813
[_R_jEr1f _JFE�l 100- 'H C�D 1.681
4 TRACK HEADMAMB 2 TRACK SILL
-1 1,570 ---i 1.625
2,833 2.368
188
1.000 252 r..231 060 2060
-.062 1613
1,435
ri j 1.983
-4- 062 02
BOTTOM RAIL 0,2 COVER i�)
COVER OUTER SILL -3
SUPPORT
SILL TRACK
r P-HOOK ADAPTOR
762
5.178
100
.080
A
(18) P-HOOK
540
626
1-- 540
500
1 .291
094
2975
.075
.125
2,141
2.607 -1
1-406
LTI
.062
.062
7
329
(1:9), EXTENDED
KEEPER
CD KEEPER
REINFORCEMENT REINFORCEMENT
BAR COVER BAR
FIXED PANEL CLIP
�:4) REINFORCEMENT
PLATE
Z696
3.483 309 .125
-070 - J-_ 4.635 2116 4.279
075 .100
2.768 400 --g2.7768 2.210 090
i j 2 025 312
.300
f
A f
2.710 1.875
.120 .182 A20 A82 L 2.291 fi 100
TOP, BOTTOM - TOP BOTTOM �p INTERLOCK 300 INTERLOCK . 400 --ASTRAGAL (* EXTENDED POCKET (3� INTERLOCK (#PANEL STILE, TOP
AND STILE qJ' AND STILE REINFORCEMENT, �O REINFORCEMENT, U9REINFORCEMENT INTERLOCK ADAPTER ADAPTER (34ASTRAGAL ADD -ON - ANDBOTTOMRAIL
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY I
REINFORCEMENT
3.452
1.472
125 3.209 3.713
f,!, 060
2.175
070--
.300 I 1.170
q),135* CORNER c*135* CORNER (3-
,,135'CORNER
ASTRAGAL PASSIVE MOUNT - ASTRAGAL CAP,
EXTERIOR
.210-
j71 252
.1.261 1.261
BEVELED BEAD (8� OGEE BEAD
----1 1 595 }-- 1595 1-
3.326 3.345 NOTES:
919
1) SEE SHEET 4 FOR
090 SILL RISERS.
3,345
3,247 DSO
.046 1.500
2) SEE SHEET 20
919 FOR SCREEN PARTS.
.229
W35'CORNER -)90'CORNER I§90'CORNER o4i 90'CORNER 3) ALL DIMENSIONS
ASTRAGALCAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES.
INTERIOR EXTERIOR INTERIOR
f tVINYL SLIDING GLASS DOOR NOA (NI) 10/0511!
CEIXTRUSIONS t J ROSOWSKI
C) NO CHANGES THIS SHEET-01127/21
1070 TECHNOLOGY DR
N VENICE, FL 34275
(W)-480-1600 GD-5470111 NTS 8 OF 21 MD-5470.0 C
-1--e- 1s c
1- 2.838
1073 099
INTERIOR JAMB COVER
Building Code
21-0205.04
WiNtm
LYNN
rLj
No. 58705
02/Cl/21
s-;ATr OF
"ZORIVI" -'O\
10NAIL
'11111111W
A. LYN" MILLER,
P.E.
REA 58705
2) INSTALL CLIP HEADER BLOCK TO HEAD
1) INSTALL INTO FRAME JAMB JAMB TO HEAD
CLIP INTO ATTACHMENT
& (4) CLIP ANCHOR`\ PANEL �
TYPE AS USED STILE USING 4 SUBSTRATE, HEADER ASSEMBLY
INSTALL ONE BLOCK AT
IN INSTALLATION, "N INSTALLATION EACH INTERLOCK. BLOCK
TABLE A, SHEET I ANCHORS, SEE AT ASTRAGAL, INSTALL
TABLE I ONE BLOCK THAT
BH LE
3)#IOX�i (3) #8 X
1.5" SMS SPANS BOTH PANELS.
v SMS
�ED
023FIXED PANEL CLIP"-,l
F1111 CLIP (2
I \ — INSTALL ONE CL /4"
,�')P L //
MIDSPAN OF EACH FIXED
X 2-1/4" SMS
CUP �/
PANEL -TO -FRAME JAMB LOCATION.
-2�)BAR COVER
--(z)REINF. BAR
#8 X
JAMB TO z
BILL ASSEMBLY�
INFORCEMENT PLATE
ATTACH WITH #8 X 1-1)4"
@ 34-1/2" MAX O-C
(4) THRU KEEPER 0 MAX
3.5" 0,C., SEE SHEET 19
B.Ildi.9 C.d.
21-0205-04
C INTERLOCK
�)CLIP COVER
INTERIOR
--I�
JNTERLOCK
1,24 ;REINF. PLATE
NOTES EXTERIOR
i
1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
"1
2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING.
V LYN)v
FYOflII RAIL l—
2-1/2' SMS
3) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS.
C, F N
0
SUPPORT�1-',T
4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
(2) #10 1" S"
THROUGH SUPPORT,(?�,, iv i
VINYL SLIDING GLASS DOOR NOA (NI}
I VINYL
I L
�JACCE
51
10/0 15
31
No.58705
INTO PANEL
PANEIL
ACCESSORIES INSTALLATION
R KI
j-
OS
-0
INTERLOCK SILL RETAINER es�1-112" SMS
ASSEMBLY
ALL PANEL
J C) NO CHANGES THIS SHEET.
--v27/21
02/01/21
STATEOF
CLIP ATTACHMENT
CORNERS
WELDED, NO ASSEMBLY
---
1070 TECHNOLOGY -- DR
tl
S/O
ASS"
INSTALL ONE ASSEMBLY AT EACH INTERLOCK
FASTENERS
N. VENICE FL 34275 kj GD-5470i NTS
S
19OF21
-7
MD-5
,/ljNAL
I c I I i } x 1,
A. LYN� MILLER, P.E.
BOX SCREEN DETAILS:
(102,
HORIZONTAL SE
EXAMPLE
VERTICAL SECTION
EXAMPLE
875
�875 —�
1,020
1.993 p
1.993
1.874
fl- .062
062
062
:-,o�,BOX SCREEN
�,BOX SCREEN
`-'!I)BOTTOM
BOX SCREEN
, -,,TOP RAIL
RAIL
SIDE RAIL
1-020 -1
f -4
F_ 1.593
1.373
T
1.872 i!
055
Cj
�063
7k
1�833
�062
-JI '-- 372
SBOX
'OX
BOX SCREEN
SCREEN
SCREEN
OX0
INTERLOCK
SNAP -ON
ASTRAGAL
BUG FLAP
ADAPTER
1.306
1 343
- .056
—1 1.487
-
1487
i
1.510
zy=
060
BOX SCREEN
ASTRAGAL
"BOX SCREEN
`_'_�ILL ADD -ON
BOX SCREEN HEAD
AND JAMS ADD -ON
ADAPTER
VERTICAL SECTION
EXAMPLE
1070 TECHNOLOGY DR
N. VENICE, FL 34275
(941)A80-1600
0
HORIZONTAL SECTION EXAMPLE
62'1
122
HORIZONTAL SECTION EXAMPLE
F, I
1,202
f 1.778
11.778
-935
.050
.
045
BEEN
/-\SCREEN
1?1'
02� SCREEN OXO
NME
='SiDE RAIL,
- ASTRAGAL
L
LATCH
ADAPTER
.725
1-435 1--
47 1
.765 JI=
.040
.782 -
--062
Sn SCREEN VINYL
A
ASTRGAL
FRAME SILL
ll��SCREEN
l
ADAPTER
ADD -ON
NOTES,
1) ALL DIMENSIONS IN INCHE&
SCREEN DETAILS.' J ROSOVVSKI
A : , C) NO CHANGES THIS SHEET. ll� . 01/27/21
PRODUCT REVISED
.s ..-plyi.9 with the Ff.flda
Bulldl.q Cede
NoA-No. 21-0205.04
E.plfl.. o.t. 04/211202
tV LYN
Z� No. 58705
•
02/01/21
,0 STATE Or
ZONAL
'01111110,
A. LYNN MILLER P.E.
RE,#W05
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 3427�11
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 falls 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 falls 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. -
PP OVAL DOCUMENT: Drawing No. NID-5420.0 titled "Vinyl Fixed Window NOA (Nl)", sheets I
through 9 of 9, dated 09/09/14., with revision C dated 03,116/2020, 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.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been. a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 19-1126.09 and consists of this page I and evidence pages E- I , E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 20-0401.15
=MIAM 08/06/2020 Expiration Date: April 30, 2025
Approval Date: August 06, 2020
Page 1
PGT Industries. In
1, In
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. 14-0930.24)
2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets I through 9
of 9, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer,
signed, sealed and dated 6/9/171, by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.08)
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 inarked-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' 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 Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629. 11)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 14-0930.24)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with. FBC 5 th
Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E. (Submitted tinder NOA No. 14-0930.24)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.15
Expiration Date: April 30, 2025
Approval Date: August 06, 2020
=I
PGTj_ndustries Inc.
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
08/10/17, 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 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51' Edition (2014) and FBC
6` Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.08)
2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 170614.08)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.24)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Isbaq Clianda, P.E. (Submitted under NOA No. 16-0629. 11)
1. NOA No. 16-0629.11, issued to PGT Industries, Inc. for their Series "PW-5420
Vinyl" PVC Fixed Window — N.I. approved on 08/04/16 and expiring on 04/30/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets I through 9
of 9, dated 09/09/14, with revision C dated 03/16/2020, 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 79,1 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.15
Expiration Date: April 30, 2025
Approval Date: August 06, 2020
E - 2
PGT Industries, Inc.
B. TESTS (CONTINUED)
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, PGT PW7620A Aluminum 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, P.E
C. CALCULATIONS
I Anchor verification calculations and structural analysis, complying with FBC-6n`
Edition (2017) and FBC-7th (2020) dated 03/13/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. NOA No. 1.8-0122.02 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.
I Statement letter of conformance, complying with FBC-6 th Edition (2017) and FBC-
7 th Edition (2020), dated 03/16/20, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/16/20, 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.
[� � '111A
1. NOA No. 19-1126.09, issued to PGT Industries, Inc. for their Series "PW-5420
Vinyl" PVC Fixed Window — N.I., approved on 01/09/20 and expiring on 04/30/25.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0401.15
Expiration Date: April 30, 2025
Approval Date: August 06, 2020
Im
GENERAL NOTES: SERIES 5420
N014-IMPACT RESISTANT, VINYL FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDWG THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE. REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAM;-DADE COUNTY, USE ONLY MIAMI-DARE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN_ KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1 -1 2" I HICK ARE TO BE CONSIDERED iX
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY
TO SUBSTRATE, WOOD BUCKS DEPICTED AS ZX ARE I-V2"THICK OR GREATER.
IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AGRI.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) MAX. 1/4"Sl JIM$ ARE REQUIRED AT EACH ANCHOR LOCATION V'JHERE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY
ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE
WINDOW
7) DESIGN PRESSURES.
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300,
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASTI.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
VVINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET PAIN. STRENGTH AND THICKNESS REQUIREMENTS
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE
AUTHORITY HAVING JURISDICTION.
10, REFERENCES TEST REPORTS FTL-7897; ELCO ULTRACON NOA; DEWALT
ULTRACON. NOA; El_COfQEWAL f CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR
NOA, ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER
SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NDS & ALUMINUM
B, SEE
SHEET
MAX, O-C. SEE TABLES
4-11
MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
MAX O.C. SEE
TABLES 4-9
VISIBLE
LIGHT WIDTH
LIGHT
HEIGHT
l" MAX.
TYP. EQUAL-LEG/BOX
FLANGE FRAME S?PICORNERS)
MAX. O.C.
SEE TABLES
4-://
6" MAX.
VISIBLE LE
LIGHT
HEIGHT
VISIBLE
DESIGN MANUAL
VISIBLE_ LIGHT FORMULAS
I
I I -
i
GENERAL NOTES.
:_1
WIDTH: BUCK WIDTH - 4-31191
6" MAX
ELEVAl IONSl_'
I
EIGHT BUCK HEIGHT - 4-3/16"
FRAME, GLASS & ANCHOR
MAX G C
OPTIONS ., ____
_2
CODES I STANDARDS USED.
SEETABLES4-9
INSI
TALLATION, FLANGE &
EQUAL LEG
2020 FLORIDAFLORIDABUILOING CODE (FBC), 7 IT EDITION
2017 FLORIDA BUILDING CODE 6TH EDITION
IL 4-9
MAX. BUCK WIDTH SEE TABLES
__.3
(FBC),
'FS
(SHORT OR LONG SIDE)
INSTALLATION, INTEGRAL FIN &
YCHANNEt. . .. ......... _4
AST M El 300-09
531 '&P
ANSI/AF&PA NDS-2018 FOR MOD CONSTRUCTION
[-A;sC
TYF� _EQUAL-_4Pq/_E3PX_&
GLAZING DETAILS .............
5
ALUMINUM DESIGN MANUAL, ADM 2015
FLANGE FRAME CURVED
E
DESIGN PRESSURES
S_s
-A IS, S __B
SISIOD-16
OR ANGLED COR
BOM & ASSEMBI Y
I 360-16
6" MAX, D, SEE
HEFT 4
IMAX. BUCK
1EIGHT, SEE
1 TABLES 4-9
(LONG OR
SHORT SIDE)
A. SEE
SHEET
MAX. .,C11
SEE
I _j
TABLES
4-8
D --a
F3" MAX.
4
MAk QC' S
EF TABLES
4-9
MAXBUCK
HEIGHT, SEE
TABLES 4-9
(LONG OR
SHORT SIDE)
IMPACT RATING DESIGN PRESSURE RATING FIAT
FIAT i T 'i
NO I RATED FOR VARIES PER GLASSTYPE BE
SHE
-9, SHEETS &8
IMPACT R RESISTANCE TABLES 4 SHEETS
MAX. BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
I — 1.25" MAX,
MAX O.C. SEE TABLES 4-9
VISIBLE
LIGHT WIDTH
VISIBLE
I IGHT C, SEE I
HEIGHT SHEET
MAX, BUCK
HEIGHT, SEE
TABLES 4-S
(LONG OR
SHORT SIDE)
1,25"MAX. — —I (__
TYP. INTEGRAL FIN & J-CHANNEL
FRAME{90° CORNERS
__
(NN�-HOR2DTHR_QUgH_NAIL FINS
MAX. O.C.SEE
TABLES 4-9
VISIBLE
LIGHT
HEIGHT
VISIBLE
LIGHT WIDTH f
'"MAX 12 MAX O.C. SEE TABLES 4-9
MAX
MAX. BUCK WIDTH SEE TABLES 49
(SHORT OR LONG SIDE)
TYP_ INTEGRAL FIN & J-CHANNEL
FRAME (CURVED OR ANGLED
CORNERS)
ANCHORED THROUGH NAIL FIN I
1 .25" MAX,
MAX,
O.C.
SEE
TABLES!
4-9
MAX, BUCK
HEIGHT, SEE
TABLES 4-9
(LONG OR
SHORT SIDE)
ii
1.25- MAX
PRODUCT REVISED
s complying vrith the Florida
,11ding Code
NOA-No.
E.Pilell.. Bete 04/3012025
MIZ-1-Dade —Product Contras
C) UPDATED TO FBC 2020,
REVISED ANCHOR TYPE
TABLE,
AK - 03/16f2C
-7.7j-
0
7FU
0
0
0
0 _jFy
z u- a.
LU LD
LU
I-- Z
N
C, w
9*0
>
0
J_
0)
LL
0
z
<
>
0
Uj
0
Z
lij
0
o
z
—as
W
z
71 o
0
LU
Z
>
(D
.........
117
Lvll-
tT
No. 5;i705
SOF
40RIUL' A�lj
IV3
A LYNN MILLER, P.E.
PP#587C5_
TABLE 1.
Glass Description Table
ype j #
-17
1
7/8" LG.: 1/8" A Exterior Cap + 5/8" Air Space + 1/8"
4
f�5 :
2
718" LG.: 118' T Exterior Cap - 5/8"All so-. —+ 1/8-1
3
7/8" LG 3/16' A Exterior Cap + 117 Air Space + 3116'A
6
4
718- LG.: 3/ 1 6" T Exterior Cap + 112' Air S pac a , 3/16" T
7
5
1- I.G.1/4- A Fxtenor Cap + 1/2' Air Space + 114** A
8
6
1" LG_7VI' T Exterior Cap + 112" Air Space + 4- T
9
TABLE 2: ANCHORS INSTALLED THROUGH FRAME
"A" = ANNEALED
7- TEMPERED
Group
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment
P.T. Southern Pine (SG=0.55)
7116"
1-318"
#10 SMS
Steel, A36-
3/8"
005011
(steel, 1" S.S.
-
or 410 S. S.)
Steel Stud, A653 Gr. 33*
318,�
0.0451" (18 Ga.)
A
Aluminum, 6063-T5*
3/81,
0-059'
3116'steet Ultracon or
P.T. Southern Pine (SG=0.55)
7116'
1-3/8"
ultracon.
Concrete (min. 3 ksi)
1"
1
3/19' steel Ultracon
Ungrouted CMU, (ASTM C-90)
112*
1-1/4"
1
3116" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
V
1-114"
P.T. Southern Pine (SG=0.55)
9116-
9'16"
1-3/8"
#12 SMS
Steel, A36*
3
ow
(steel, 18-8 S.S.
`
or 410 S.S,)
___Ileeel Stud, A653 Gr- 33*
31T
0, 0451 (1 B Ga.)
B
Aluminum, 6063-T5*
3/8"
L3
0.063"
1/4" steel Ull racon or
P.T. Southem Pine (SG--0.55)
Ill
1-3/8�'
Uftracon+
114�'steel Cretafflex
P.T. Southern Pine SG=0,55)
V
1-3/8"
14'steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
V
1-318"
Concrete (min. 2.85 ksi)
V
1-3f4"
1/4" steel Ulnecon
Ungrouted CMU, (ASTM C 90)
2-112"
1-1/4"
C
�Onorete (min. 3 ksi)
1-3/16-
1-314'
1/4"sleel Ultracon-
Ungrouted CMU, (ASTM C-90)
1"
1-1W
114" steel Cretallex
Concrete (min. 3.35 ksi)
11.
1-314"
1/4" steel Ultracon
Concrete (min. 2.35 ksi)
2-112"
1-314!'
114!' steel Ultracon-
Concrete (min. 3 ksi)
2-1/2"
1-314"
V�V steel Ultracon+
Ungrouted CMU, (ASTM C-90)
2-112"
I-U4"
D
Concrete (min. 3.35 ksi)
2-112"
1-3/4"
1/4" steei Gretellex
Ungrouted CMU, (ASTM �C-90)
L�21
1-1/4"
— —
Concrete imm- 3-275 ksi)
"�k
1-1
1_1 2"
1-3/8"
48.
fi�
1/4!' steel Aggre -Gator
Grouted CMU, (ASTM C-901,
2"
Z
TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN
�Groupj Anchor
Substrate
Edge
Min. Edge
Min.
M
Distance
Embedment*
E 2-1/Tx 131" Common Nail
P.T. Southern Pine (SG=,55)
318"
2-7116"
2-112" Ring -shank Roofing Nail
P.T. Southern Pine (SG=-55)
3/8"
2-7116'
P.T. Southern Pine (SG=.55)
1/2"
1-3/8'
410 Trusehead SMS
nF
Aluminum, 6063-T5'
'3181,
0,0501,
(steel, 18-8 S.S.
— - -
0.C451- (18 Ga.)
Steel Stud, Gr- 33' 3/8.
or 410 S.S.)
Steel, A36*
3/8"
0-050,
P.T. Southern Pine (SG=. 55)
91161,
1318,
#12 EMS
AIuRnnn,-6563:T-5--
WS'
—0063---
(steel, 18-8,9.S,
—Steel Stud G, 33-
3/8"
0.650---
or 410 S. S.)
---� —0501
Steel, A36* 3/8"
* MIN OF 3 THREADS
BEYOND THE METAL
SUBSTRATE.
"UNGROUTED CMU"
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.
-jF I
FLANGE
BOX OR
EQUAL - LEG A
I J-CHANNEL
2T
INTEGRAL L
_J77,
F', N
ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN BLOCK (SEE EXAMPLES
BELO", AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9, SHEETS 6-8. 1
LONG LONG LONG SHORT
SIDE SIDE SIDE SIDE
ce,
CIS'
LONG LONG LONG LONG L I-ONG
SIDE SIDE SIDE sjUE --i SIDE --i
A-
C;- 7--N
I
s W 02
mo, xw 111 to
19"
* MIk OF 3
THREADS
BEYOND
THE
METAL
SUBSTRATE.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
REGISTRATION 929296
VINYL 9/9114 FIXED WINDOW NOA (NI) I'll
1yIGLASSIANCHORS/FRAME OPTIONS ieaIJROSOWSKI
PW-54201,,',l NTSIFfl 2CF9 1.*,'1 MD-5420,0
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-M., ---2&--Q499-15--
E.pj-tj.n Data2413012025
rMarni-vatle F-d..t Control
03116120
00 %, , , , , , "
IM 1 YN&
No 53705 %
S AfE IF
A LYNN WWI F-R, P E
RE#5870s
INSTALLATION DETAILS FOR FLANGE & EQUAL -LEGIBOX FRAMES
INST
ALLATION
OPTION EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET. EDGE
EMBEDMENT DISTANCE
FLANGE
FRAME
SHOWN
(_1/4"MAX,
TYP ANCHOR TYPE,
EMBEDMENT BEDMENT AND EDGE
TYP. ANCHOR TYPE-
DISTANCE PER
SUBSTRATE,
EMBEDMENTAND
SEE TABLE 2, SHEET 2.
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHFFT2,
718" THICK I.G. NPTES-
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS
LISTED ON TABLE 2, SHEET 2, 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
B VISIBLE ti PER 1 ABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN
HEIGHT LIGHT 1-112" THICK ARE TO BE CONSIDERED IX
HEIGHT INSTALLATIONS. I X WOOD BUCKS ARE OPTtONfiL W
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD
BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. I X AND 2X BUCKS (MEN USED) SHALL BE
DESIGNED TO PROPERTY TRANSFER LOADS TO THE
STRUCTURE. RUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED
TO AS DAYLIGHT OPENING) ISMEASURED FROM
1-THICK I.G.
BEADING TO BEADING
TYP. ANCHOR TYPE,
EXTERIOR EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
ES
SHEET
EQUAL-
LCGIBOX FRAME
I i4" MAX. SHIM
SHOWN
EMBEDMENT
VISIBLE LIGHT FORMULAS
INSTALLATION WIDTH: BUCK WI DTH - 4-3/16'
HEIGH -1 BUCK HEIGHT-4-3t16"�
OPTION 2
ANCHOREDTHROUGH —4— EDGE DiSTANCF
FRAME DIRECTLY INTO VERTICAL SECTION B-B
CONCRE FE/CMU.
INSTALLATION OPTION 2
- — — IE ANCHOR THROUkili FRAM
DIRECTLY INTO CONCRETEIOMU.
114" MAX.
SHIM
I"THICK I.G.
718" TI VCK IG.
FLANGE
EXT—
FllA.E VISIlLELIGHTWIDTH
SHOWN BUCK WIDTH
HORIZONTAL SECTION A -A
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETEIGMU.
SEE NOTE 2, THIS SHEET.
EMBEDMENT
114'MAX,
SHIM
EDGE
DISTANCE
IST, E
DADE APPROVED MULLION, LEG COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2.
114" MAX,
SHIM 1 #1 0 OR fl2 STEEL IA-MkM ASHI
— SMS (G5), SEE
TABLE 2, SHEET 2
FLANGE EQUAL
FRAME LEG/BOX
"Ir 0. FRAME
SHOWN
EQUAL-
LEG/BOX
FRAME
SHOWN
TYP. ANCHOR TYPE,
EMBEDMENTAND
--EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 2, SHEET 2,
EXTERIOR
INSTALLATION INSTALLATION
OPTION 4 OPTION 4
ANCHORED THROUGHFRAMEINTO METAL ANCHORED THROUGH FRAME INTO METAL
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
5 (941)-480-1600
REGISTRATION 429296
VINYL FIXED WINDOW NOA (NI) 919114
FLANGE & EQUAL-LEG/BOX FRAMES J ROSOVVSKI
PW-5420 Ili NTS 3 OF 9 z MD-5420-0 1 C
PRODUCT REVISED
.s .-plying with th. Fl—Ida
B.Ildi.g C.d.
NIDA-N -------
E.p-..ti— Dt. 04130/2025
031IW20
fwo.
o .Z4
33t)7
A� _YNN MILLER, P F
P. E# 58705
INSTALLATION DETAILS FOR INTEGRAL FIN & J—CHANNEL FRAiV1ES INSTALLATION
--__------- INSTALLATION OPTION 6 OPTION-5
1J4" MAX. SHIM `-------- ------
EMBEDMENT' -- : I FRAM= OR g THROUGH FRAME INTO 2X WOOD ANCHORED THROUGH -9°-f - 114" MAX. SHIM
f"�- ANCHORS
INSTALLATION OPTION 5 V UCKSTRIP. SEE NOTE 2 THIS SHEET. INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE
-__— .__-_____ 1 RAMS OR
2.BTHCS SHEIP. SEE j j{ i i I(
NOTE 2, THIS SHEET
S ... EMBEDMENT EDGE DISTANCE DISTANCE {MAY BE INSTALLED S TiON OPTEONSINTO E2 t# 3) MILAR TO
ANCHORED THROUGH 1
EDGE
FRAME OR BUCKSTRiP. SEE} 1
INTEGRAL , T INTO 2X WOOD
J-CHANNEL - _ i ` 1 I� a• I��j { C j
FRAMEJ - J
SHOWN _— 'i
1
EMBEDMENT 1" THICK LG --.
MAX
TYR Al
TYP ANCHOR TYPE, SHIM
EDGE D STANCE PER �' i C �3�1 y� ___—--..__.-
EtASEDRA=NTAtifl
EMSEDPAENT AND EDGE SUBSTRATE,SEE
DISTANCE PER SUBSTRATE, TABLE 2, SHEET 2. ...I`i -... ........- Ij INTEGRAL . TYP. ANCHOR TYPE,
_._ __ ,-11 SEE TABLE 3, SHEET 2_
� 1 I (SCREW SHOWN) J-CHARNEL f--� � FIN EMBEDMENT AND EDGE
UDC S !NAIL SHOWN) FRAMEpl --_--y`-r,I DISTANCE PER SUBSTRATE,
719" 7HdCK i.G ti- �^ FRAME
SHOWN EXTERIOR ..__� ~ SHOWN SEE TABLE 3, SHEET 2.
�� '-�--- VISIBLE LIGHT WIDTH t� (PLAIT. SHOWN) _
i
NOTES:
BUCK WIDTH
i 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABL.FS 2 & 3, SHEET 2.
-- 711" THICK LG.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS_ ANY INSTALLATION OPTION SHOWN MAY
t l BE USED ON ANY SIDE. OF THE WINDOW. EGO COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
j ' - MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2 & 3 SHEET 2,
2) MASONRY ANCHORS MAY BE USED INTO WOOD
-J
AS PER TABLE ?, SHEET 2. ALL WOOD SUCKS LESS ALSO FOR DADS APPROVED MULLION I
BUCK VISIBLE I THAN 1 112' THICK ARE TO BE CONSIDERED 1X
LIGHT
HEIGHT I � 3NSTALLATILJNS. I WOOD STICKS ARE OPTIONAL ) #10 OR iE12 STEEL �
HEIG}iT ��. i' �-® - 114" MAX. SHIM
E F UNIT t5 INSTALLED DIRECTLY TO SUBSTRATE. Sill ES SEE -�
WOOD BUCKS DEPICTED AS 2X ARE 1.1J2" THICK TABLES 2 & 3, -`�., SHIM
OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHEET 2.
—_ PRODUCT REVISED
SHALL BE DESIGNED TO PROPERLY TRANSFER y � as comphying with the Florida
I LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ✓i J -'}6aild'ong Code
i I THICKI AND INSTALLATION IS THE RESPONSIBILITY OF i ( NOA-No.
' THE ENGINEER OR ARCHITECT OF RECORD. )
-G.
Expmation Date 0413012025
U
i ! 3} VISIBLE LIGHT WIDTH OR HEIGLiT {ALSO � I �r�- I I
I 7 REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING T4 BEADING, r�� �' -` _ Miami -Dade Product Control
_, _
- FiNANDIOR } -
I - t FLANGE MAY BE C) DADE MULLION NOTE,
f�� REMOVED IN -FIELD ( INSTALL. NOTE.
INTEGRAL FIN �� r.,;�EXTERIOR �� ( �F-- � AK-rJ3116t2Q
_ _._ ..__
EXTERIOR AND ANCHOR TYPE, EMBEDMENT. Ff;AME SHOWN JCL 1 _ .Jj"
AND EDGE DISTANCE PER V `�
SUBSTRATE, SEE TABLE 3, $NEET 2.
G 1 j INSTALLATION OPTION 7 INSTALLATION OPTION 8
{SCREW SHOWN} __.__--._ — -_-_. ._...
INTEGRAL 7( !� INSTALLATION THROUGH THE INTEGRAL FIN, iNSTALLAT€ON THROUGH THE FRAME, '
FINfI �� 1l4" MAX- INTO METAL, SEE TABLE 3. SHEET2. INTO METAL, SEE IABLE 2 SHEET 2. a, y C � �;: A;
�� � �: F_HIM S�
FRAME I �2�, /
SHOWN i - � - - {
--_—'�—} �--• � 1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 3
lNSTALLATiON „— EDGE HUT (941)-480-1606 No, '37°
__.._. __ DISTANCE qq
OPTIONS VISIBLE LIGHT FORMULAS ® `.�l
ANCHORED TtIROUGH _%' - J_ ..
REGISTRATION #29295
INTEGRAL FIN INT42X - - ---_ _ _._. WIU I"H: BUCK WIDTH -4-3Ji6"
WOOD FRAME OR EMBEDMENT HEIGHT: SUCK HEIGH"7 4-SJ16" VINYL FIXED WINDOW I (NI) �� 919114
BUCKCSTRIP. SEE NOTE 2.
THIS SHEET. VERTICAL SECTION D-D J-CHANNEL & INTEGRAL FIN FRAME gym' J ROSOWSKI
g PW-5420 NTS � 4 OF 9 z MD-5420,0 Id
C A. tYNN taILLFR P F.
P.E# 58705
-1 V8"NOW 7t8' NOW 71T' NONT
I IS" A GLASS 1/8" T GLASS 3116" A GLASS
5/8" AIR SPACE--- 5/8" AIR SPACE 1/2" AIR SPACE
1 IS' A GLASS — 118" T GLASS— - 3/16" A GLASS
<":j EXTERIOR 1 EXTEF2IOR
I" NOM.
114" A GLASS —
112'AIR SPACE —
1/4" A GLASS -- \
<]EXTERIOR
Elms=
GLAZING NOTES.
:'A" ANNEALED
'I" = TEMPERED
114" T GLASS
1/2" AIR SPACE-
1/4" T, GLASS
gn,
NESE-RUMN
7/8'NOM.
3116!'T GLASS
1/2" AIR SPACE
3/16'T GLASS
<� EXTERIOR
1/2" NOM-GLA&S
BITE TYP.
TYP. GLAZING DETAIL
PRODUCT REVISED
as complying with the
Florida
Building Code
NGA-N®• 29-2491.1
a ,
E.pl-do. Data 04130/2025
rMern".d. Product Control
C) NO CHANGES THIS SHEET.
AK - 03/16120
LLJ
>
65
0 C�
=.,q
0)
0
0
ci L-
L
z
1: Bj
Quo
LU
AV0
CY)
0
U-
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0
0
Z
0
z
o
0
w
><
ape
LL
Z
z
LS
No 58705,
%
A. LYNN MILLER. P.E. PE#, Bjob
TABIT 4
Window Design Pressure, (+/- psf) fr Gt�.:!
1 1/8" A Cap -Airspace - 1/8" A Tywl
Window
Long Side (in-)
Dimensions
51=05
54
56
58
62
64
72
76
80
84 87
Is
+80/-93.7
�0/-92 6
801-91.9
+801-38 9 +80/-R&2
+80/-375
+801-86.9
_71_86_-E� +M-,W. I
20
-801-364
+80/-85.2
+80/-84T
+80/-83,6
+80F8E6_
-+1-779 4
+i-77 +Y-75.2
+J-74
+/-731
+/-72.2 1-715
2.2
f_+8_0180.3
+1-75.2
-1-733
+1-715
+1-68-4
+157
+/-64.4 +/-62.5
+1-601
+1-%2
'j-58 +1-571
24
F +17-5.6
_+171 3
+/-68.2
+/-653
+1-60,7
+1-58.5
+/-55.3 +1-511
+/-51.1
+/-49.7
+/-4112 +14T3
26
+1-71.7
+1-70,2
+1-67
+/-63,5
+/-56.7
+1-54.7
+/-,50,q +/-47.7
+"5.5
+142 3 +1-412
+/-68. 3
+1-67
+/-M 1
+1-63.5
+/-56.3
+/-,54
+/AR
+1-42-8
--,/-43.7
+/-40,3
+/-38 +/-37A
36-
+/-65.6
+/-64.1
+1-632
/-62.4
+/-56-9
+1-54.4
-+,149-7 +/A5A
ii-421
+1-389
+1-36.4
32
+/-63.2
+/-61�7
+1-6(T8
+/-59.9
i-54.9
+/-50.2 +1415.9
-1-42,5
+1-389
'va34
+]-,51.2
-1-59,6
+/-586
+/-5T8
+(-56.3
+/-55-1
+150,8 +1-464
+/-43+2
36
an
+1-59� 6
+/-5T9
+/-50--8
+1-55.9
+,1-54-4
+i-53.7
+/-50.8 +1-4& 6
+1-58.2
+1-56,4
+/-55.3
1-54.3
+1-52.7
+/-52
+/49.5
40
+1-571
1-55� 1
1-54
+1-53
+/-51.3
+1-50,
42
/-54,1
+1-529
-
+1- 1.8
-i
+1-50
MAX.O.C. SPACING IF ANCHORING MAX- D.C. SPACING;F ANCHORING
THROUGHTHE FRAME PER SHEETS 3 & 4 THROUGH THE IN QGRAL FIN PER SHEFT4
+/-55�5
+/-513
+1-52
+ -M8
APPLIES TO A, B, C OR D ANCHORS APPLIES TO F OR r ANCHORS
(SEE TABLE 2) ;SEE TAB-E 3)
46
+1-54 9
+/-52,6
+1-51,1
4'
L548
1.05
+/-50.6
TABLE 5:
Window Design Pressure, (+I- psi) h tbf.
for Ga.,
1/8' T Cap -Airspace - 1/8" T Typa:
2
Window Long Side (in)
Dimensions .926
68
70
74
77
80
84
87 1 92
97
99
32 +801-98.2
+801-96.6
+80f-963
+801-94.7
+80/-93.9
+801-924
+80/-91,4
+80/-905
+80/-89.5
-801-88.7 1801-877
+80/-86,7
801-,86,4
34 +80/-94.5
+801-928
+801-91.8
+80/-90.9
801-90
+80/-88. 5
+80/-87,5
+801-86,6
+80/-85,5
+80/-84.7 +W-83.6
+801-82,6
+801-82,3
36 +80/-91.4
8of-88-
+801-876
+80/-86.7
+801-85.1
+801-84
+80/-83,1
+80-8I,9
-801-812 +/-so
+/-79
1-787
38 -7801-88 f
+80l-86 7
+80,1-856
+801-84,6
+80/-837
+80/-821
+80/-81
+/-80
+/-78-8
+/-78 +J-76.9
+/-75-8
40 -801-86.3
+801-82 1
+80/-81A
+J-79,4
+/-78-3
+/-77,3
+/-76
+1-75,2 +1-74
42 +801-84-2
801-82,1
+801-80.9
/-79-8
+/-78-8
+1-77
+1-759
+1-74,8
+/-73.6
+1-72.7
44 +801-112A
1111/-1103
+1-79
+11,9
+111.8
+1-71
+1 71.7
+11.7
+111-1
46 801-80.9
�8 79.7
178,6
:141,3
+/-77.3
_+1-75.9
+/-76.1
+�74,6
+1-75
-73,5
+/-73.1
+1-71.5
+/-(1,8
+/ 70.1
+/-70-7
50 78.6
+ /-Ml
+/-74.6
+1733
+/-72, 1
/-70
352 =+/-77.7
1-73.5
+/-72.2
+/-70.9
MAX.O.C.SPACINGIFANCHORING
PER SHEETS 3&4
MAX, O.C. SPACING JF ANCHORING
3
THROUGH THE INTEGRAL FIN PER SHEET 4
54 +/-77A
+1-74.2
+1-72-6
- -----
CA0""11 D2ANCIIORS
APPLIES TOIR
APIUESTOFAIICH609S
56 +/ -76.6
_+/-73�
+/-71
IS EI
T
(SEE TABLE
58
15s,
11
TABLE DIMENSIONS MAY BE V. T C L" I,
ORIENTED VERTICALLYOR
T LLY .
HORIZONTALLY AS SHOWN.
LONG
SIDE
SHORT
SIDE
SHORT
SIDE
LONG SIDE
SHORT
SIDE
t
jLONG
-b -
---------
SIDE
SHORT
I
SIDE
NOTES:
1 ) RUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE{S) ABOVE WHICH THE ARCHITECTURAL
WINDOW W11 L COMPLETELY FIT WITHIN.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-44.. 20-0401.15
F.pir.ti.. Date 04l30/2025
By
IMI-i-D.de Product Control
C) NO CHANGES THIS SHEET.
AK - 03116/20
C)
>
0
U)
0
0
0 _j
z LL -'rj
, Ld
0 0 O
C5 Lli
rz V- z (0 <LL
:d LL
0 0
F_
0 w 75--qs
0
W
Qd Lj x
X a- C)
CY
_j 0
Z LU
UylvAl
NO, 58705
A, LYNN MILLER, P.E. P E_# 58705
I ABLE 6
Window Design Pressure, (+I- psf) -Fu`e
th. t-b
3116" A Cap - Airspace - 3/16"A
or Gb-
Pe
yp.:
TYT
3
Window
Long Side (in)
Dimumions
69,55
71
73
1 75
78
80
86 89
92
96
99
32
;/-76,19
+1-76.4
+/-72.5
+1-70,6
+/-69.3
+1-66.2
+1-65.7 +/-64.1
+1-62-6
+/-60LS
+/-59,8
34
F +17-3 7
+/733
+1-71,3
+/-69.7
+/-66.8
+/-65
+/-61
+1-60.3 +1-58.1
+/-56.3
/-54.7
+/-53,8
36
j +/-71
i- .5
1-69.8
1-67-9-
+1-64,4--
+/-62.5
+/ �72
+1-563 i +/54.7
/-52.9
+1-50,9
-49-7
38
+/.68-6
+/-B& 1
1-67.4
+/-66,8
+/-63.5
v;1-61
+1-55.6
+1-54,9 1-527
+1-50.6
+148,2
+1-46.4
40-
+1-664
+1-659
+1-4552
-1-64,6
+1-63.2
+1-607
+1-55A
+1-54,2 +/-52
+/49,7
+1-46A
+1-45.2
42
+1-44.6
+1-64
+1 -63333 3- 3
+/-62.6
1.61,7
+/-60.5
+1-55.1
+1-54,2 +1-51.7
+/49A
+/A6+3
1-44.5
--+1-62.4
+/-61,6
1 +/-609
+/-60
+/-59A
-,1-551
+i-54 2 1- 1
+1491
1 +146 1
+1-441,5
4/-61.5
+1-60� 1
+/-594
+1-58.4
+/-57. 8
+7-55.1-
-2 +/-51.8
+/-54+1-54,2
+1-49,3
+i-46 3
+/-44.5
48
+1-6 & 2
+1-59+6
L. +1-58.8
+1-58
+1-57
/-56A
+/-55
+/-51-8
+/-49-5
+1-46A
+1-44�6
50
+1-59.1
+1-58.5
-57.6
+/-56,8
+1558
+/-5-5.1
+1-53 -7
+/-53.4 /-51.8
+/-49-5
+/-46�6
52
+/-58.1
+/-57.5
+1-566
+1-55.8
+1,546
+/-54
i +i-52.5
+1-52.2 /-51.5
+1-49.3
-1-5T 3
+1-56,6
+/-557
+1-64.8
+1-53.7
'/-53
+/-51,4
+1-51 . 1 +/-50.4
56
+1-56.6
+155,9
--;1--549
--+-154-
+/-52,8
+152
-1-50,4
+1-50,2
57
+1-56.3
+1-555
/-54,5
+1-53,6
+1-52-4
+1 51,13
-/-50
60
1-555
-54,7
+/-52.6
+1-51,3
+/-50.5
MAX.O.C.SPACiNGIFANCHORING MAX. OT, SPACING IF ANCHORING
THROUGHTHEFRAKEP-RSHEET53&4 THROUGH THE INTEGRALRN PER SHEET4
52
+11542
+1531
+1-52A
+1-507
64
+1 54�8
+/-5
+1-51 �6
AP-
PLIES 10 A, 8, C OR D ANCHORS APPLIES TO E OR F ANCHORS
{SFF TARIE 2} (SEETABLE3)
- - - -
15' 3" FORE ANCHORS, 4" FOR F ANCHORS
66
+1-
+/ �t)33.9+/-52.471
_53 6
+�
/_52_
68
+/53,6
+/-.1
--31
-
1
i
TABLE 7:
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HOR17ONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE
II
SIDE
SHORT
SIDE
LONG SIDE ----i
SIDE
LONG
SIDE
001JES:
1) BUCK DIMENSIONS SHOWN.
SNORT
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
SIDE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHI[CH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN,
Window Design Pressure, (+I- psf)
3116" T C ap - Airspace - 3/16" T
Type
Window
Long Side (in)
Dimensions
81,52
83
1 85
87
89
92
94
97
99
103
107
110
113 118
122
126 1 132
138
144
-+801-92+5
+80/-91.7
+801-91
+80/-89.9
+801-39,3 +801-88A
+601-87.9
+80/-86.8 +SO!-85.9
+801-852
+80/-84.778-0/83,8
+801-83.1
+801-82.5 1 +80/-817
+801-80-9
-4 780-j-80 3
48
+801-91+6
+801-90.9
) +8DI-90-1
+80J-89,3
+801.88.5
+80/-87.5
+60/-86,8
+$01-85'9
-+80185.3
-+801-84,3
�801-52,7
+601-82.1 +801-81 2
+801-80,5
+1-79.9 +1-79
+1-78,3
50
+801 -89.5
+801-8-�
8,8
+8 &47-9
+80) 87+1
+801 -86,3
+a0l -85,2
+801 -84,5
+801 -82L6
+801-83
01_8 1
_80, 3
+1 +1
-79,7 -78 7
+/ -78,1
+1-77,4 +/-76.6
-52
+801-87.6
+80)-86.9
+801-86
+80/-85A
+801-84.3
+801-812
+801-82.5
+801-81.5
+80/-80+9
+1-79.8
+1-78.8
+1-78.1
+1-77.5 +1-76.5
+/-75.8
+1-752 1
54-
+80/-85.9
1- 5,2
+801-84,2
+80)-83,3
+801-82,5
+801-81,3
+80/-80,6
+1-79,6
+1-79
+J-77.9
1-76,9
+/-76.2
+1-75,5 +1-74.5
+,1-73.8
55
+801-84.4
+801-83-6
+801-82,6
+801-81,7
+801-80.8
1-791
+/-78,9
+/-77,9
+177.3
+/-76, 1
+1-75
+ 1-74,3
+1717 +/-716
58
+ 801-82.2
+801-81,2
+801-80-2
+1-79.4
+1-78A
/77,4
+1-76,3
+/-75.7
+1-74.5
1-73A
+f-72.7
+/-72
60
+801-81,8
+801-81
+1-799
+178.9
+1-78
+/-76. 7
+/-76
+1-74.9
+1-74.2
+1-73 -+1-71.9
+f-71A_
8
1-79.9
!-78,8
+177.8
+i-7 .6
+ f-76.6
+f-743
+1-73,6
+1-72L9
+1-71.6
+,-70.15
f-E
vs p 64
+1-79. 8
+f-7&S
+1-77.8
+1-76.7
+/-75.7
+/-74,3
+/-73.5
+/-72,4
+/-716
+1-70.3
-
67
+1-78.6
+L77
+/-76.4
+1-75.3
+/-74. a
+!-72.8
+1-72
+1-70,7
+I-io
68
+1-78. 3
+1-77.3
i +1-76.1
-+/74-9
+1-71.5
T-+-1-703
70
+/-7T7
1-763
+/-75.4
+ 1-74.2
+/.73.',
+/-71,5
+/-706
72
+/-772
+f-76.1
+/-74.8
�1-73. 5
+f-72.4
+1-70.8
��14
MAX0C-SPACI NG IF AN CHORI N G
THROi GHIHEFRAME PER SHEI
MAX O+CSPACING IF ANCHORING
7IROUGHTHE INTEGRAL F(NPERSHEE14
+1-76.8 +1-7&7
�1-74.3
+1-73
+1-71.8
-
7
+/-75,5
1-75.3
+1-73.8
+/-72. 5
APPLIES TO 8, C OR D ANCHORS
APPUESTO 'ANCHORS
+/-76.3
+1-75
+/-73�5
78
(SEETABLE2)
(SEETABLE3)
33'
+1-761
81.52
PRODUCT REVISED
.. co -plying with the
Florida
i B.Itdig C.d.
N0A-N..--20-Q4&1JA-
E.Pilati.. Dpt. 0413012025
Mja-t-D.d. Product C.nt..l
C) NO CHANGES THIS SHEET.
AK - 03116/20
>
0
U)
0
25
0
' co
0- C)
C)
0
z u-
- N)
X w
Q0 0
-N
O
DMIJ
>
(0
Lu
LL
0
-`
0
z
La
0
uj
J-qS
U)
Q
LIJ
z
-
LU
Q�
ELL
Z
:7 No, 58705
z-
-;q
A LYNN PAILLER, P.E.
P. E,# 58705
TABLE 8
Window Design Pressure, (+I- psf)
1/4" A Cap - Airspace - 114" A
Type:j
Long Side (in)
Dim.mons I
81.52
83
85
87
89
92 : 94 97 919
107 -------------
110------
111
46
1-65.3
1-63-2
+1-60.1
'i58 .155.1 +/-53.6
i
+103
-51.3 +1488
+1-468
+!-46 4
48
�
+/-55-4
4-65
P+/
+If3q
+i ii-.8
+/-62� 8
+1-59.8
+I-5T6 +J-54.9 +1-53.5
-/-50,6 +14T9
+/-46.3
.1-457
50 j
+1-63.9
+1-634
+/-62.8
+1-62-2
i+/-61.6
-;1-59.4
+1-572 +1-54.9 +/-53.5
-1-50,6 +1-47,3
+/-45,9
-1-45
52
+/-6216
+/-621
+1-61.4
+1 S
+1-130.2
11-592
I 1-5-7.1 +1-54.7 1+J-515
'1-50.6 +1-47.5
+/-45.7
+1-45A
54
-f-61A
RE-
J66-8
+/-6(T2
+J-%�5
+1-58,9
+/-58.1
i 1-56,9 +/-54,7 +/-53.3
+1-506 +1-475
+/-45.9
+/-4 5
56
+/-60.3
/-6 9. -7
-+159
+/-58+4
I +/-57,7
+1-56+9
+f-56A +i-54.5 +/53,3
+/-50-4 /-4T5
+1-45-9
+1-45,5
1-1-58.7
+1-58
+1-57,3
5&7
+1-55.8
+1-55.3 -+1544 +/-531
�i-50.4 +1-477
+1-459
+;45,5
60
+1-58.5
+/57,8
+/-57.1
i-I-564
+/-55.7
+1-54.8
+1-54,3 +1-53.5 +/-523
-/-50+4 +1477
+14E.9
62
+/-57-7
+1-571
+/56.3
+1-55.5
-1-54,9
+i-53.9
+153.3 +1-52,5 +/-52
I-f-49.9 +1471
U)
64
+�57
+/564
-7/-
-555
/-548
1�54 1
+/- 1
-53
+1-52.5 +/-51,7 +/-51 2
+/-49.3
67
if-5 6.2
+1-55,5
+1-54. 6
+ 1-53.8
+1-53
1-52
+1-51.4 +1-50.5 +1-50
68
1-55.9
+1-55-2
+1-54,3-
+- -53,5
- '
+1-52.7
1-51.7
+/-51.1 +/-50.2
70
/-54.8
- -
-53,8
+'_
+1-53
+1-52, 2
+J-51 . 1
+1-50,4
72
5
+1-54.4
-,1-53.4
+f-52,5
t
+1-51.7
+�1-50' 6
MA X� O.C. SPACING IF ANCHORING MAX, O.C. SPACING JFANCHORING
"'RO-1-10-11 PER SHEETS3 & 4 THROUGH THE INTErRALrIN PER SHEET 4
-
74
-+1-54
/-53
+1-52.1
+1-51,3
76
+/-546
+�-53.8
�/-52,7
+1-518
A." B, C OR D ANCHORS APPLES TO E OR F AN CHORS
(SEE TABLE Z) (SEE TABLE 3)
15" ZV" FOR E ANCHORS, 4'- FOR F ANCHORS
78
+1-53.6
+4--529
-/-51S
80
+J--526
+/-51.8
1
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG SIDE
T-
SHORT
SIDE
LONG
SIDE
SHORT
SIDE
LONG SIDE-+--
SHORT
SIDE
NOTE& SHORT
1) BUCK DIMENSIONS SHOWN. SIDE
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
8152 +1-51.5 FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
TABLES WINDOW WILL COMPLETELY FIT WITHIN.
Window Design Pressure, (+I- psf) ?aCie
or G.-
6
1/4" T Cap - Airspace - 1/4" T TyE-:
Window
Lorg Sid. (in)
Dimensions
84.85
1-86,
90 92
94
97
100
102
105
109
1 112
116
120 �128 133
138
1"
46
-80/-96 2
1 +801-95.1
-801-94,2 +80/-93.5
-M-92.8
+801-91,9
+801-905
1 +801-89,8
I +80j-88.9
2
;80775
�124
+80f-86.7 +86f-86.I i +84I-85.5 +80f-84.8
+80/-84,1
801-83,5
48
+801-93.7
80/-932
+80/-9 1 .6 +80190.9
+8{y-90.2
+W-89.3
+M-BT9
80/-86-2
+801-85.5
+801-847
+80f-84 +801-83.3 +80I-82. 1 +801-82
+80I-81,3
+W-80,6
50
+801-91
+60/ --S9 3
-+W87,9
+801-86'9
I '801-85
+80/-85.5
+801-84.7
+301-83.7
+801-83
+801-322
+80181 .5 +80/-iMS +801-80,2 1-79.4
+1-78.8
+1-78+ f
52
+801-894
i +80/-88,9
+80/-87,2 +801-86,5
80!-357
+W-434-7
+8GI-83-8
+80/-83.3
+80/-824
W-81 .5
+80J-80.8
+1-80
-1-19.2 +178 5 +/-77.8 I-7T 1
41-76A
54
+80/-87+6
+80/-87.1
+801-85.3 80/-84,5
+80/-83-8
+80/-823
+W-81-8
+80/-81.2
+801-130,4
+179.4
+f-78.7
+/-77,9
+/-77. +i-76,4 +/-75.7 +/-74-9
56
+801-86
+80/554
+80/-83.6 +80/-82,8
+801-82
+801-81
+1-80
+/-79,4
+1-78,5
-/-77.5
+/-76�8
+/-75.9
-1-75,1 +/-744 +i-73,7
58
-801-84.5
+801-819
-80/-821 +801-812
+8
+/-79,3
+1-78,3
+I-T7.7
I +/-76.8
-7-51
---
+(-75
+f-74.2
+1-73,3 -/-12.6
60
62
+801-832
+841-82
+80f-82.6
+80/-81.3
+80/-80.6 +179.8
+J-794 +1-785
+1-79
+1-77.6
+/-77,8
+176.5
+1-76.8
+/-75.4
+/-76,2
1-747
+/-75.3
+/-73.8
+!-74.2
-/-72.7
+1-73.4
+/-71,9
1-/-72,5
+1-71
+1-717
2
64
+80/-80+9
+801-803
--;1-78.2 +/-77.i
-/-76-4
+/-75�2
+1-74,1
+1-73�4
1-713
+i-70�6
66
+/-.BD
+1-79.3
+I-7T2 +1-76,2
J-75.
-
-'�/-74 1
_T/ 72 9
+1-72,2
+1-71.3
+1-70.1
68
+1-79�2
+/-78.5
+1- �2� +/-75.2
+/-74.3
+1-73
+/-71-9
:�+I=-71.2
+/-70-2
70
+/-784
+/-77-7
---;/-75.4 11-74A
+1-734
+1-72.1
+t 70.9
+1-70.2
72
+/-77.8
+1-77TI
+/-74.7 +1-73.6
+/-72.6
+/-71.2
+/-70
7A
11-77 -A
'7A 1,
1-7,1 i-T)
J-71 q
I -1-7f)
--
- --- ---- --- - ---------
76
+176.9
1 11-76
+1-735 +/-72,3
+/-712
MAX U C-1111CINGIIANCHO111116
THROUGHTHE FRAME PER SHEETS 3&4
1AAX.O,C.11ACINrI1ANCHOIIIN6
THROUGH THEINTEGRAL FIN PER SHEET 4
78
---fo--
+/76.5
+1-75,7
--
+1-73 +/-71.8
APPLIESTO 9, C OR DANCHORS
APPLIES TO F ANCHORS
+1-7--6.3 j
!-75.4
+1-716
(SEETABLE2)
(SPErABIF3)
83 I
+1-76.1
+f-759_
15.5"
12"
1 8485 11 1 L- AI I I J I I I
PRODUCT REVISED
.. carvy W.9 with the Fi-id.
8.11di.9 C.d.
NOA-No. 20-0401A5
Expi-ti- Opt. 04130/2025
F-d..t Cont-j
C) NO CHANGES THIS SHEET.
AK - 03/16/20
W cfU)
>
W
0 63 0
> U)
(3- 1- -75-0 0
cv
C)
Cl
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:I: LD
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ar
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ly
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C S TNrE F
'7q
'ONAL
A LYNN MILLER, P.E. P
-1 1,376-
355
ANCHOR COVER
864" 1— r— 301.'
A
SEAR
175'
(1) I'SEAD
MITERED
CORNERS WITH
INTERIOR AND
EXTERIOR
WELDS
FRAN
ASSEMBLY
3,500" 3509,
.062" 012'
1 1 11 — - 1 1.4,83" 1483"
L
625'
i-CHANNEL FRAME 10FLANGE FRAME
f 11 i
1.483"
C3) INTEGRAL FIN FRAME
ALUMINUM
3,500"
062'
1.483!'
I
4) EQUAL LEGtBOX FRAME
SILICONE HOT -MELT BUTYL POLYISO_ _DESICCAN I FILL AREA
TR S I BUTYLENE
J� I --,<, '�_ - 5/16" NON1.
CT
STRU URAL 3/16" NOM, 5116" NOM SEAL 114" NOW, FOAMSILI-SILICONE SEAL
POLYISOBUTYLENE WITH DESICCANT BUTYL & ROLL -FORMED
WITH DE&.CCANT DESICCANT /,. il STAINLESS STEEL
=OAM
Al iNT.GLASS
EXT. GLASS— EXT. GLASS EXT. GLASS --
A
4 EXT. GLASS—�
Y/
-""--INJ. GLASS INT.GLASS �—INT GLASS
S, KODISPACE 8, SUPER DURASEALC") XL EDIGIC"
SPSPACERS`NXTTM 1!DSPACER___ SPACER
EXTERIOR
Part # Desuiption Material
80 Kommeding 4SG TPS Spacer System
Q 6wanex Super Spaf er nXT vnth Hot, Melt Sty! See this
S
Sheet for
482Q.ti. Duraseal Spacer Materials
83 REFERENCE
)C Edge Spacer
GE TEST REPORTS: F1L-8717, 8968 & 8970
NOTES:
�F) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PARTS #1.
OTHER FRAME TYPES APPLY.
3) ITEMS V 8-73, 75-77, 79 & 84-89 ARE NOT
USED AND ARE NOT PART OF THIS
APPROVAL.
4) ENERGI PVC TO BE LABELED FOR AAMA
EXTRUDER CODE.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
Ry. (941)-480-1600
REGISTRATION W29296
VINYL FIXED WINDOW NOA (NI) 919114
BOAR & ASSEMBLY
PIN-5420 NITS 9 OF 9
PRODUCT REVISED
— .rnp#y1.g with the Florida
Building Cod.
NOA-N®. 20-0401.15. -
Expiration Date 04130/2025
Mliarn".d. P,.d—t
C) ADDED BACKBEDDING
AK - 03/16/20
Yo
F cr
A LYNN MILLER, RE
P-E-9 58705
I IWA
MIAMP MIAMI—BADE COUNTY. FLORIDA
woral'Ampffm
NOTICE OF ACCEPTANCE (NOA) www.noanfldLidL.,g goy/buildil
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 05115,115, 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/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 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
T71161,20 Page 1
PGT Industries In
HW4MNWL11HiZM1�HU1jnAMN =I,►
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0519.06)
2. Drawing No. MD-SH5400-01 titled "Single .Hung Window Installation - NI", sheets
through 12 of 12, dated. 05/15115, with revision B dated 06/106/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, F.E.
(Submitted under NOA No. 17-0630.06)
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 20 1 -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' 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 I I / 16/15, 06/07/ 16
and 06/021" 16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0 714.04)
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 11/1 5/t4, signed and sealed by Idalmis Ortega, P.E.
(Submitted under A10A No. 15-0519.06)
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 05115/15 and 08/29/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 15-0519.06)
2. Glazing complies with ASTNI E1300-09
Manuel Pirez, P.E.
Product Control Ex n r
NOA No. 20-;40 1. 0 Expiration Date: July 30:, 5
Approval Date: July 23, 2020
M1
PGT Industries, Inc.
"1pi ! D&INO
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
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
08/101/17, 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 091/15/16, expiring on 04//161/20.
F. STATEMENTS
I Statement letter of conformance, complying with FBC 5t' Edition (2014) and FBC
6til Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NOA ]Vb. 170630.06
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 lVo. 170630.06
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 16-0 714.04)
4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under aYOA ]Via. 15-0519.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series
"5400" PVC Single Hung Window - N. I. approved on 08/181/16 and expiring on
07/30/20.
Manuel Perez, P.E.
Product Control Ex;n r
i I )
NOA No. 20- 0 .0
Expiration Date: July .30,: _ 5 Approval Date: July 23, 2020
E-2
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 05115115, with revision C dated 03/10/20, 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.:
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
FTL-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
I Anchor verification calculations and structural analysis, complying with FBC 5 th
Edition (2014), dated 051/15/15, 08/29/17 and updated on 03/10/20 to the FBC 711
Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez, P.E.
Product Control Ex r
N'OA No. 20- ol .0 Expiration Date: July3rO,=5
Approval Date: July 23, 2020
Im
PGT Industries, Inc.
IF 1306111011�
1. 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 02/28,1"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 A 7/19, expiring on
04 : /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
1. Statement letter of conformance, complying with FBC 6 1h Edition (2017) and the
FBC 7t' 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
071/30/20.
Manuel Perez, P.E.
Product Control Exapd—Or
NO A No. 20- 01
-0 Expiration Date: JuIv
Approval Date: July 23, 2020
am
ANCHORAGE -- I
EXAMPLE FOR 28 1/8" MAX, D.C. 21-518, ANCHORAGE EXAMPLE J_DESIGN PRESSURE RATING __IMPACT RATING
RADIUS -TOP 52-1113" MAX MAX. O.C. FOR ARCH -TOP VARIES PER REINFORCEMENT NOT RATED FOR
WIDTH HEADER ,SIM. FOR ALL
� ee TYPFS' 12- MAX. FROM. BUCK
SHEETS 67 1 IMPACT RESISTANCE
HEADER ( !M, 1' 12'..
FRAME SEAM 3 WINDOW
_j 3, SEE MAX OCI
FOR ALL "'ANUOWTYFFS
SHEE73
I 52-118�'MAX. BUICK VVI H ET
LS
10" MAX FROM
A. SEE r- SEESH I -IA"
E MAX.B i 12"FRAME SEAM
s.BE`E -- - 12- MAX, SHEET 3 FIXED VISIBLEj 0, SEE
.3 4=7-- 30'mAx oc - -+ t SHEET4
LIGHTWIDTH!
B, SEE MAX. O,C
A SEEIII I S 30' -12" MAX,
12" MAk S 'S EF
HEET,3 L E. F 4
M FIXED
EQUALLY R , T
VISIBLE A�'-
SH 12'MAX
EQUALLY SPA ED LIGHT 17-718" MAX, O.C. _T�
17-7 OC. ANCHORS C HEIGHT
PA Er EQUALY f f-
71
i 17
C TABLES 6 & 7 91.78" PACED -7/8' MAk 0,C.1
ANCHOSRSPER� 1 0
,I ABLCS 6 7 MAX. ANCHORS PER
0 84" BUCK TABLES6a7\ 62" 0 t BUCK
MAX.
BUCK HEIGHT MAX, HEIGHT
A[
10'MAX� OC Or MAX, CC� 01!A
Ffi 1 11 x HEIGHT X I91.7v
x HEIGHT �J\
MAX)
13 3/4" MAX, O.C.
EQUALLY j 13-3/4' MAX. 0 C. EQUALLY
EQUALLY 13-3/4" MAX, OLCI
SPACIFL)7{ 3•
111
ANCHORS6 LIGHT ANCHORS SEE SPACED SPAGED� i �/'V-"t'.: NO
HEIGHT
A
A J'S PER NG _'j PER F SHEETS
TABLES & 7) TABLES
J - � I
41
TABLES 6 & 7; 71 A 8&9 1
LL--
6-117'MAX,
- IJNO---A--N---C--H-----R-----A-
TSLL SEE SILL , P-
2-1/No 7119S AT 5�LL NOA-HbkSATSILL
SEE SiLLVErP- T SASHVis BEE B - SEE SILL WEEP- P
SEE SILLVFEP-
52-118'MAX. BUCK WIDTH -<_NOTCH DETAILS,
;- 1-NOTCH DETAILS, 58MAX. BUCK
..NOTCH OETAILS,
SHEET3LIGHT WIDTH SHEET 3 SHEET 3 SHU,1 4
ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION
GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW
ELEVATION FOR TYP FLANGE FRAME ELEVATION FOR TYP, FIN OR J-��ANNEL FRAME
-- ---- - SHOWN
WITH STANDARD COTTAGE CONFIGURATIONSWI
TH ITH EQUAL-LITE CONFIGURATION
FOR CUSTOM 60—ffA—GF o6NF1GURATK)NUFT6-- --ANCHORED THROUGH THE N,�IL-FIN
75" HEIGHT SEE TABLES 4- 7
FIGURAT(ONS1
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE_ REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMFDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
ASTM C90 CONCRETE MASONRY UNITS AND CONCRE FE WITH MIN. K$1 PER ANCHOR TYPE.
4) ALL WOOD SUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED I X INSTALLATIONS. IX'AK)OD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS
DEPICTED AS 2X ARE 1-1r2' 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 INSIALLA71ON 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. INST. ANCHORS
SHOULD BE SEALED, OVERALL SEALING/Ft ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) 114- 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 HER ASTM E1300.
B. 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.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WtNDLCADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-W% STRESS INCREASE HAS
NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE,
9) METAL- SUBSTRATE: HD MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES: TEST REPORTS FrL-7964; ELCO ULTRACON NOA; DEWALT ULTRACON,; ELCO/DEWALT CRETEFLEX NOA; ELCOIDEWALT AGGRE-GATOR NOA,
ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRORZFILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSLAF&PA NOS & ALUMINUM DESIGN MANUAL
" 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL I"' LY I PVv
USER INSTRUCTIONS
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES YOft 3 ACCORDING TO THE INSTALLATION CONDITIONS.
31 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 FOP 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 OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET
5) INSTAL t AS PER SHEET 3 FOR THRUAFRAME 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 LEGIBOX).
No. 58705 %
TE OF
'4ORi0I"'
ONAL
AfVYNNiM?LUW P.E.
GENERAL NOTES..... I
ELEVATIONS. .... ...... . .............. I
FRAME, GLASS & ANCHOR OPTIONS.....--.........2
INSTALLATION, FLANGE & EQUAL LEG/BOX
INSTALLATION, INTEGRAL. FIN & J-CHANNEL 4
GLAZING DETAILS.. ...........
DESIGN PRESSURES ., 6-7
ANCHOR QUANTITIES ........... 8-9
EXTRUSION PROFILES.. .10
ASSEMBLY & PARTS LIST 11-12
L
:ODES I STANDARDS USEE-
2020 FLORIDA BUILDING CODE (FEIC), 7TH EDITION
201.7 FLORIDA BUILDING CODE (PRO), 6TH EDITION
• ASTM El 300-09
ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
AISI S100-16
AISC360 16
PRODUCT REVISED
as co FlYing with the Honda
Building Gode
NOA No. 20-0401.04
GENERAL NOTES & ELEVATION J ROSOWSKI
t,INGLE HUNG WINDOW INSTALLATION - NJ 05/15/15
Glass
Type
Description (Listed from Exterior to interior)
Pressure
-Design
Table# Sheet#
1
3/4" LG.: 118' A Exterior Cap - 1/2" Air Space + 1/8' A Exterior Cap
4 6
2
3/4' LG.: 1/8" TExterior Cap + 1/2" Air Space + 1/8" TExtedor Cap
4, 5 6,_7
3
314TLG.! 3116' A Exterior Cap + 3/8" Air Space + 3/16" A Exterior Cap
4,5 6,7
4
3/4' LG.: 3116" T Exterior Cap - 3/8' Air Space + 3/16' T Exterior Cap
4,5 6,7
TABLE 2 ALLOWABLE ANCHORS THROUGH THE FRAME
Group
Anchor
Substrate
Min. Edge
Min.
Distance
Embedment*
P.T. Southern Pine (SG=0.55)
7116'
#10 SMS
Steel, A36*
0mv.
(steel, 1 " S. S
_ala-
or 410 S,&)
Steel Stud, A653 Gr. 33*
318"
0.0451" (18 Ga.)
A
Aluminum, 6r363-T5*
3/8'
3116" steel Ultracon or
P.T. SouthernPine (SG=0.55)
7/16'
_-0,05y,
1:3-/8"-
Ultracon+
Concrete (min, 3 ksi)
v
1-318"
3/16" steed Ultracon
Lingrouted CMU, (ASTM C-90)
2-1/7
1-1/4'
1
3/16' steel Uttracoro-
Ungrouted CMU, (ASTM C-90)
V
1-1/4"
P.T. Southern Pine (SG0.55)
91161,
#12 SMS
Steel, A36*
3/8-
(steel, 18-8 &S-
or 410 S, S.)
Steel Stud, A653 Gr. 33'
3/8"
0.04.51" (18 Go-)
Aluminum, 6063-T5-
3/811
o 0633;
114" steel Ultracon or
P.T. Southern Pine (SG=0.56)
l"
1-3/8"
Ultmcon+
1/4" steel Cretellex
P.T. Southern Pine (SG=0.55)
V
1-3/8"-,
1/4" steel 4q ator
P.T. Southern Pine (SG=0, 55)
1"
1-3/8"_
Concrete (min. 2.85 ksi)
ill
1-3/4"
114" steel Ultraco
Ungmuted CMU, (ASTM C-90)
'_112"
r -11
I-
C
11 - - - -
Concrete (min. 3 ksi)
-
1-3/16'
-------- ------
1-314�'
114" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
1.
1-114"
1!4' steel Cretefhex:
Concrete (min. 3,35 ksi)
1"
1-3/4"
1/4" steel Ultracon
Concrete (min- 2.85 ksi)
2-1/2"
1-3/4"
1/4" steel Uftracon+
Concrete (min. 3 ksi)
2-1/2"
1-3/4"
1(4' steel UltracorT,
CMU, (ASTM C-90)
I. 2-112"
1-1/41'
-Ungrouted
Concrete (min. 3.35 ksi)
2-1/2"
1-3/14�'
IhV steel Creteflex
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-114"
L
114" steel Aggre-GatGr
Concrete (min. 3.275 ksi)
112'
1_3/ all
I
Grouted CMU, (ASTM C-90)
2"
Z' ,
Group Anchor
Group
Substrate
Mhr� Edge
Min.
Distance
Embedment*
2-112"x.131' Common Nail
P3 Southern Pura (SG=.55)
318' -T-
2-7116-
2-112" Ring -shank Reeling Nail
FE
P.T. Southern Pine (SG=.55)
3/8"
2-7/16"
P.T. Southern Pin. (SG=.55)
112"
1-3/8,
#10 Trusshead SMS
Aluminum, 6063-T5*
3/8-
0-050,
(steel, 18-8 S.S.
o,410S.S,)
Steel Stud, G, 33,
3/8"
7_6451- (1-8 Ga.)
F
Steel, A36' I
0050"
PTSouthern Pine (SG=,55)
9116,
1-318"
#12 SMS
0.053,
(steel, I" S.S.
Steel Stud, Gr. 33*
0.050,
or 410 S.S.)
- -d
Steel, A36'
114' D.W.It
FK-1 IRF A FRAMP CONP[rf IRATK)N",
I L;rd
EQUAL-LITE
ORIEL
COTTAGE
FIGURE C. FRAME SHAPES
-IBUCKWIDTH}-- --I BUCK WOTH�- BUCK VVIDTHM--
r
Ei
0
1.
RECTANGULAR ARCH -TOP
VANDOW Si iAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY
BE USED BY INSCRIBING THE SHAPE IN BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM
THE TABLES ON SHEETS 6-9.
FLANG E
BOX OR j
EQUAL-
LEG 7,
1 f
J-CHANNEL
151
for]
INTEGRAL
F11
... sz,
NO �,570,1,
7
2,C)
1�1� l
1070 TECHNOLOGY DFUVE
C) ' � AT�
N. VENICE, FL 34275
N
(94IY480-I6M
A, L"(k+4 OALIUEA'RE
P,E.# 58705
RIEGISYRATION #292%
IPRODUCT REVISED
a. coroplysing with the Fiend.
8.114H.9 Code
etiore
V713012025
)
C) REVISED ANCHOR TYPE By: - f
TABLE. MI.My , Yade ProducrC0,6trol
AK - 3/10/20
o._qPU_-
GLASS/ANCHORS/FRAME OPTIONS "JI—RIW.
OSOWSKI
INSTALLATION DETAILS FOR FLANGE & EQ UAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETE]CMU. SUCKSTRIP INTO CONCRETEICMU.
OPTION , THIS SHEET. EMBEDMENT
ANCHORED THROUGH EMBEDMENT
FRAME INTO 2X WOOD 1/4" MAX SHIM
1/4'MAX SHIM
FRAME OR BUCKSTRIP. 106
SASH VISIBLE
SEE NOTE 2, THIS SHEET EMBEDMENT L\
EDGE I L TH ol EDGE
STANCE
FLANGE FRAME STANCE
SHOWN
4' ;��424) BALANCE L
TYP. ANCHOR
T= VARIES 1/4" MAX
L
ASH TYR ANCHOR TYPE, 4,4i� WITH 5 TYPE,
SHIM EMBEDMENT AND WEIGHT EMBEDMENT
P ANCHOR TYPE,
30
TY BEDMENT AND EDGE EDGE JAND EDGE
0
EM' DISTAN m- PER
DISTANCE PER SUBSTRATE, DISTANCE PER
SUBSTRATE, EDGE SUBSTRATE,
SEE TABLE 2, SHEET 2. E 2, SHEET 2 F
I f!
SEE TABLE DISTANCE SEE TABLE 2,
87"SHEET 2,
L FIXED SIBLE
FIXED OPT- SASH TOP LIGHTVVI
FLANGE 4IDTH 'UAL
VISIBLE LIFT RAIL FRAME LECG,..X
LIGHT SHOWN
NOTES SUCK WIDTH E
HEIGHT FOR ALL WINDOWS FRAME
1 ANCHOR @ 3.557 1) USE ONLY HORIZONTAL SECTION A -A SHOWN
FROM END AND AT
SUBSTRATE APPROPRIATE
WINDOWS _S ANCHORS LISTED ON TABLE 2.
FOR� MEET 2. FOLLOW EMBEDMENT AND
OVER 36VVID DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEELFRAMiNG ORSTEEL SPUD.
(7 'L3rEDGE DISTANCE LIMITS. ANY
MAY BE HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2,
ADD ADDITIONAL INSTALLATION OPI IONSHOWNMAY VERTICAL OR HORIZ----
SCREWS @16-318" BE USED ON ANY SIDE OF THE
1, 'Z FROM END.
EOR 8 WITH WINDOW. /4' A% _�NINCNDIAL S
BOTTOM LOCKS
2) MASONRY ANCHORS MAY BE #10 OR t'12 STEEL 1/4" MAX,
BUCK (5 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, -2-7—/-77 HEIGHT SCREWS@ S-SZ' SELF -DRILLING SHIM
11
SHEET 2. ALL WOOD BUCKS LESS SMS (G5), SEE
30 FROM END THAN 1-112"THICKARE TO BE TABLE 2
SHEET 2r - SASH CONSIDERED IX INSTALLATIONS. 1X
EXTER10 IIASIBtF WOOD BUCKS ARE OPTIONAL IF
LIGHT UNH IS INSTALLED DIRECTLY TO
HEIGHT SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 11 -1/2" THICK
R (WHEN USED) SMALL BE DESIGNED
LLL Z8 USE EITHER OR GREATER 1X AND 2X BUCKS
LATCH 0
BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO (2� 1 8�1 jo 64 FLANGE EQUAL
INTERIOR I TESTED UNIT THE STRUCTURE. WOOD SUCK
FRAM LEG/SOX
WEEP
LOCATION 6�518*' DESIGN AND INSTALLATION IS THE SHO FRAME 7�
NOTCHES FROM SASH END. RESPONSIBILITY OF THE ENGINEER
-A
EACH END, OR ARCHITECT OF RECORD.
3)VISiBLE L EXTERIOR LIGHT HEIGHT INSTALLATION INSTALLATION
(ALSO REFERRED TO AS DAYLIGHT PRODUCT REVISED
OPTION 4 OPTION 4 as ---plyl-q -ith th. FIjda
6 OPENING) IS MEASURED FROM
ANCHORED ANCHORED
114" MAX SHIM BEADING TO BEADING. B.Ildi.g C.d.
EQUAL,LEG FRAME INTO METAL FRAME INTO METAL NOA-Ho� 20-0401.04
ESH HJ!"
FRAM 'oll�
Expimti
'I ti
:`,VA VA,, E-p- D-'-;D7/30/2025
-21"X 126' - - '& % C) NO CHANGES THIS SHEET. By�'Aj ud5�
1 NO ANCHORS NS,
WEEPHOLI
W/COVE FLANGE OR N". 557 -3/10/20 mj..TP.d. prdu,;" REQUIRED IN VISIBLE LIGHT FORMULAS 'C AK
EQUAL -LEG WIDTH 05
2.87" FROM
EACH I END,
FRAME SILLS @SASH: SUCK WIDTH - 6-1/2" D--IPU-
4-3/8" NMIDGY DRIVE
@ FIXED LITE: BUCK WIDTH IMTECH FLANGE & EQUAL-LEG/BOX FI OSOWSKI
ST11,TE Or N. VENJCF_ FL 34275
mkl.
(941)480-i6m
HEIGHT (EQUAL-LiTE)
13UCK HEIGHT/2 - 3 15116" SINGLE HUNG WINDOW INSTALLATION 115/15
VERTICAL SECTION B-B
R
00 _t C
SH-5400 I 7NTS IS"3 OF I00-01
A. LYNN ER, P.E.
P.E#58705 px:(.W
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL -- EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK- STRIP. SEE NOTE 2, THIS
SHEET.
J-C HANNEL
FRAME _H
nfl
SHOWN
FIXED
VISIBLE
LIGHT
HEIGHT
RUCK n-
HEIGHT (_5 in rrrpaf
— SASH
EXTERIOR. VISIBLI
LIGHT
HlIGIf
OPT
12) ll'!
31 C3
INTERIOR 1.
WEEP I
NOTCHES AT
EACHEND,j FN
EDGE DISTANCE
INSTALLATLQN OPTION 6
ANCHORED THROUGH FRAME INTO
EMBEDMENT ZX WOOD FRAME OR SUCKSTRIP. SEE
NOTE 2, THIS SHEET_
..MAXSHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
7. DISTANCE PER SUBSTRATE,
SEE TABLE 2, SHEET 2.
(SCREW SHOWN)
1/4" MAX SHIM
TYP ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2,
(NAIL SHOWN)
OPT SASH TOP
LIFT "'IL I FOR ALL WINDOWS
NO ANCHORS
REQUIRED IN FRAME
SILLS IF ANCHORING
THROUGH FRAME.
114" MAX
FRAMESHOWN �= - I —
SHIM
27"X 1.25'WEEPHOLE
WICOVER @ 2 87'i
SS FROM EACH E'ND,
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EDGE DISTAN(
STANCE PER SUBSTRATE,
SEE TABLE 3. SHEET 2- Et
--
(SCREW SHOWN)
INSTALLATION OPTION 5 VERTICAL SECTION D-D
lJCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR SUCK-
STRIP- SEE NOTE 2, THIS SHEET
I ANCHOR @ 3 - 5 6"
FROM END AND AT
CENTER,
FOR WINDOWS
OVER 36" WIDE,
ADDADDITIONAL
SCREWS @16-3/8"
FROM END
FOR WINDOWS WITH
DQl:[9Iq LOOKS.
ADD ADDITIONAL
SCREWS @ B-3/8-
FROM END-
USE EITHER
LATCH (SHOWN)
OR BOTTOM
LOCK (SHEET 3).
TESTED UNIT
LOCATION- 63/8'
FROM SASH END
EDGE
DISTANCE
FRAME 1
NOTES SHOWN
1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 & 3
OF SHEET 2, 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,
SHEET 2, ALL WOOD SUCKS LESS
THAN 1-112" THICK ARE TO BE
CONSIDERED I X INSTALLATIONS.
1X WOOD SUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE I -Ifr THICK
OR GREATER.
I X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOAM
TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION 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.
VISIBLE LIGHT FORMULAS
WIDTH
d�S_ASH: BUCK WIDTH - 6,ir2-
4p FIXED LITE: BUCK WIDTH - 4-3/8'
!EIGHT {BQUAM BUCK HEIGHT12 - 3-150611
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR
6UCKSTRtP. SEE NOTE 2, THIS SHEET
SASH VISIBLE
LIGHT WIDTH
BALANCE
TYPE VARIES
402 WITH SASH
WEIGHT
EXTERIOR
FIIXEDVISiBLEGHT WIDTH
114" MAX SHIM
I— - EDGE DISTANCE
I
EMBEDMENT
TYP ANCHOR TYPE,
EMBEDMENT AND EDGE
FIN
DISTANCE PER SUBSTRATE,
FRAME
SEE TABLE 3, SHEEI 2.
SHOWN
(NAIL SHOWN)
BUCK WIDTH
HORIZONTAL SECTION C-C
114" MAX FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
SHIM, MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 3, SHEET 2,
jALSO FORDADS-APPROVED MULLION
,OOR#12STEEL 114" MAX
SELF-DRILUNG SHIM
SMS (G5), SEE:
TABLES 2 & 3,
SHEET 1
7
J
FIN AND/OR I,
FLANGEREMOVED
IN;.--FIIEEIA
r1�'
INTEGRAL IN
FRAME SH
OWN!
INSTALLATION EXTE4RIOR INSTALLATION
PRODUCT REVISED
N
OPTION 7 ,
OPTIO8 s —plyi.9 with th. Florid..
� — ANCHORED74F�OUGH ANCHORED THROUGH INTO BujIdlq C.d. INTEGRAL FIN INTO METAL METAL (INTEGRAL FINIFLANGF REMOVED) HOA fto. 20-0401.04
�c I -
NO 5�70,-�
1070 TECHNOLOGY DRIVE
0
N, VENICE, FL 34275
OP
A LYIWLlm
P.E:#FA705
I REGISTRATION #29296
C) REVISED DADE MULLION By. 0
NOTE. Mliam�jDade ProducUC.�Arof
AK - 3/10120
D W,
]J-CW,0J,NEL& 11JTEGRAL FIN FRAMES [JROSOWSKI
(SINGLE HUNG WINDOW INSTALLATION - NI 105/15/15 1
1/8" A GLASS
112" AIR SPACE —
113" A GLASS --
<pgmamqR
GiLAZINGNOTFS'
:'A' = ANNEALED
"T" = TEMPERED
--1 314" N 0M_ FI—
1/8" T GLASS
1/2" AIR SPACE-
1 /8" T GLASS ---
< - -I EX_Tou-
" NOPA. GLASS
FE TYR
IMEMEM
Y4"NOM.
3/16" A GLASS —
318"AIR SPACE
3/16" A GLASS
<`j EXTERLOB
3116" -1 GLASS ---
3/8" AIR SPACE -
3116" T GLASS-
<,''EXTERIOR
3/4" NOM_
LCWMI�_=
I PRODUCT REVISED
as complying with the Florida
BiAlding C.d.
HGA He. 20-0401.04
E.pi—ti.. D-tT.--97/130/2025
C) NO CHANGES THIS SHEET.
By.
AK - 311 0
Mmvnji~gtid. Prothict'Cimfir.1
0-06—
GLAZING DETAILS
D__
4Q§
1070TECHNOLOGYDRriE
N. VENICE, FL 3427.5
T010.1
J ROSOWSKI
0,A.,
(90)1,80-16M
SINGLE HUNG WINDOW INSTALLATION
-NJ :
05/15/15
Sheet:
Dlviring N..
I Rev:
A LYNN MjLLER, P E.
SH-5400
NTS 5 OF 12
1 MD-SH5400-01
I C
Aa 7>e.
1-4
aetm.�@'_
91
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- 1-1. O..-1 . I - ' 11 - W_ i I 1 1.
- MIN. SASH HEIGHT= WINDOW SUCK HEIGHT - 50.136
(APPLIES TO ANY HEIGHT 91.78- OR LESS)
NOTES
1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME
OR IN TEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIL -ABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE TABLE.
JAMB
SECTION DETAIL FO-R,Vvl NDOWS WITH
LEVELR I REINFORCEMENT& GLASS TYPES 1.4
(REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRNAE TYPES
CONFIGURATIONS)
1070 TECHNOLOGY DRIVE
73
M VENICE, PL 34275
OF
/QPVAk �
A L� D �km LER, P E
RE.4 58705
REGISTRATION #M96
H
-IT
C) ADDED MIN. SASH HEIGHT
NOTE
AK - 3/10120
M I R07fam
05115115
"MIN SASH HEIGHT= WINDOW BUCK HEIGHT - 50A36
(APPLIES TO ANY HEIGHT 91,78" OR LESS)
NOTES
I ) 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.
Im
SECTI ON DETAIL FOR WIND OWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4
(REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
7�
0_
1070 TECHNOLOGY DRIVE
N, VENICE, FL 34275
AT.-
Z"
iAL
A LYNN MILLER,
PE
H
-IT
al Code
Ill -No. 20-04004
C) ADDED MIN. SASH HEIGHT
NOTE.
AK- 3/10120
D-vtw—
DESIGN PRESSURE TABLE
ISINGLE HUNG WINDOW INSTALLATION - Ni 105115/15 1
3,500" - - 062. ---- - 3.501y, --- M2" -- i---- --- 3,50Cr
062"
Lj-, JL-
1,483.. 1.483" 1.4,.,831,4183"
J-CHANNEL FRAM FLANGE FRAME FIN FRAME EQUAL LFG FRAME
1) HEADIJAMB HEADIJAMB G) HEADIJAMB HEADMAMB
3�75" c
I
E 02 C4
--
715"
3l e LIGHT SASH
REINFORCEMENT
3 483" ---
3.483- ---- 3,4aY 3AU'
067 .06z, 062' .036
791
fn
0JU UL lrF� -11 j 1,331"
Z444" 2 444' ,,�2-444'*
2,444"
STANDARD
MEETING RAIL
REINFORCEMENT
f---tE— 11-A -
.625- 6 r5 J-CHANNEL NEL 25" FLANGE FIN FRAME EQUAL LEG
-�) FRAME SILL -F FRAME SILL SILL C8J FRAME SILL
1-872"
1 215"
2,10G" 1,472" 1.565`
1.376' 2,176" -1
yy
34-r
L 47 1'
070" .050- -j
.35"
1 1,000r, 07
BALANCE SASH STOP I IFT RAIL LIFT RAIL BEVELED BEVELED
C�4) FIXED SASH RAIL COVER INTE 21
MEETING RAIL C, �) Q SCREW COVER IN BLOCK COVER INTERLOCK INTERLOCK COVER
754"
73�SG BEAD
DEC,
SCREEN FFW,4E
f-v 58705
1070 TECHNOLOGY DRIVE
M VENICE FL 34Z75
(941 Y480-1600
ROLLED'
SCREEN FRAME
-TA I F
REX 58705
REGISTRATION #29Y96
C) NO CHANGES THIS SHEET
AK - 3/10/20
070-
1,041"
1-,- 1301,
---1' 1,349' 1--
C27) HD MEETING RAIL
REINFORCEMENT
L wiwillMll*
illl!Xil�-4# J�
E.iB-ti- Dt.�F7,173012025
I Miam"ade P-dc�uc-1
m
TABLE 8:
Part #
Description
Material
76
Kornmerling 4SG TPS Spacer System
77
Quanex Super Spacer nXT with Hot Me it Bully,
See this
Sheet for
78
Quanex Duraseal Spacer
Materials
79
Cardinal XL Edge Spacer
REFERENCE
TEST REPORTS: FTL-8717, 8958 & 8970
TAR] F A rONT
Bill of Material, cont
0_1
_ Part 0
1 Description
Material
45
_46
720197
Auto Lock Mechanism
720198&9
Sweep Lock
Cast Zinc
47
720195&6
Auto Lock Cover Assembly
Cast Zinc
48
76XI 18OPTX
#6 x 1-118' Ph. FH SDS (Auto and Sweep Lock Screw)
SS
49
720200
Auto and Sweep Look Keeper
Cast Zinc
0
50
XMIPPK
76 —
x PH. PH SIDE; (Keeper Screw)
46W
SS
51
420181 LJR Beveled Tift Latch Comer Key
PVC
52
420182 UR
Pull Rail Tilt Latch Corner Key
PVC
53
7634PHFL
#6 x 34'Ph. FH SDS (Comer Key Screw)
SS
54
420183
Tilt Lath
PVC
5
420184
Tilt Latch Retainer
PVC
56
720207
1"Tilt Latch Spring
SS
57
420186
Plastic Tilt Latch Finger Pull
PVC
58
720192
Metal Tilt Latch Finger Pull
Cast Zinc
59
426180
Pivot Bar Comer Key
PVC
60
720206
Pivot Bar
SS
63
720191
Sash Pull Handle
TCast Zinc
64
720194
Sash Pull Handle With Latch Assembly
Cast �Zinc
_65
_7834FFT
#8 X W Ph- FH SDS (Pull Handle Screw)
SS
66
420188
Bottom Latch Strike Plate
Cast Zinc
67
785BB
#8 x 518" Ph. FH SMS (Strike Plate Screw)
SS
73
720136
I.G. Bead
PVC
74
Backbedcling, GE 7700 or Dow 791 or Dow 983
Silicone
75
71646N
ISetting Block (7/8' x I' x 118'), 85 +/ 5 duro-
EPDM
80
61012
Extruded Screen Frame
Alum
81
61011
RofI formed Screen Frame
Alum
82
7CKGLB21
Screen Comer Key for Extruded Frame
PVC
83
47042
Screen Comer Key with Pull Ring
Screen Corner Key without Pull Ring
PVC
+857
�47�
A PM
Tension Spring
SS
S�
I .1_.
Screen Cloth
Fiberglass
"""11141
A—
40' Screen Spline (Machine/Hand Rolled)
Vinyl
NOTES 1 ) PVC BY ENERGI WINDOW AND DOOR PROFILES, Ll D.. TO BE LABELED FOR AAMA EXTRUDER CODE.
2)ITEMS #9-13,15,24,25,2a,29,34,39,fit, 62, & 68-72 ARE NOT USED AND ARE NOT PART Of THIS APPROVAL.
-HOT-MELT BUTYL
STRUCTURAL
SILICONE
STR
UCTURAL 1/4" NOM� F OAM 3/16" NOW
POLYISOBUTYLENE-- WITH
K
WITH DESICCANT
DESICCANT
EXT. GLASS EXT. GLASS—,
--INT GLASS '--INT. GLASS
KODISPACE
SUPER
4SG TIPS SPACER`' NXT'Y
ALUMINUM
REINFORCEMENT POI_YISO_ DESICCANT FILL AREA
BUTYLENE 5116" NOM,
5/16" �NOM, SEAL
1, f
BU & 4 -SILICONESEAL
DESICCANT-1 ROLL -FORMED 11
FOAM
STAINLESS STEEL
EXT.
EXT. GLASS--�
—INT GLASS \—INT. GLASS
XL EDGE"' ',.)DURASEALf (7�)
-- QDA('F::D — 00A(MO
PRODUCT REVISED
a. complying with the FI.rid.
Building Code
L 0�
C) ADDED By:
I
BACKBEDDING
- Miznf�p.d. P�od.Ment.A
No 5,S705
lb
Drawn
1070 TECHNO LoGymwE
o Cr
BILL OF MATERIAL (B(3M)
J ROSOWSKI
A r OF '
N.VENICF-FL342754f
MI..
D.U4.
(941)-400-1600
SINGLE HUNG WINDOW INSTALLATION -ail
105/15/15
'j 00,
NAL "YL�jNN
'MD-S'
A. I� LLER, P. E,
SH-5400
NTs 11 OF 12 1 H5400-01
I'I'
C
REGISTRATMIN #29298
REZ5705
NOTES
1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY,
2) J CHANNEL FRAME SHOWN, PARTS 4 1 a 5. OTHER FRAME TYPES APPLY.
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & T
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS,
OPT. SWEEP LOCK
x.
I070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
PP,#M705 REGISTRATION i2i2%
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
SINGLE HUNG WINDOW INSTALLATION - NI 105/15/15
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 3427—'
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.J.
APPROVAL DOCUMENT: Drawing No. MD-HR5410-Ot 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 IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building 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
Expiration Date: September 24, 2025
MCI TMWMM0=UNTY 08/27/2020 Approval Date: August 27, 2020
Page 1
PGT Industries, Inc.
I. 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 05115115, 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) Uniforrn 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' 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 FTL8970, dated 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idaln-lis 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) 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 series 5410 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 Idalnris Ortega,
P.E. (Submitted under NOA No. 15-0903. 11)
C. CALCULATIONS
I 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. (Submitted under NOA No. 15-09033 1)
2. Glazing complies with AST M E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
1. NOA No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, for their
'White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/1.7,
expiring on 02/28/1.8,
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20--0406.02
Expiration Date: September 24, 2025
Approval Date: August �27, 2020
M
Knourt
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 09/1516, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5 th Edition (2014) and FBC-
6 1h 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 03/31/17, 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-5410" PVC
Horizontal Rolling Window - N.I., approved on 09/01/16 and expiring on 09/24/20.
2. NEW EVIDENCE SUBMITTED UNDER PREVIOUSN A's
A. DRAWINGS
1, 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.
B. TESTS
L 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 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
PGT Industri
B. TESTS (CONTINUED)
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 M 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 Aluminum 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-6t'
Edition (2017) and FBC-7th (2020) dated 04/02/2020, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, F.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their
'White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/1
expiring on 02/28/23.
2. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for thei
"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions fo
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 thel
"PDo
erformance Core Rigid PVC Exterior Extrusions for Windows and ors"
dated 02/27/20, expiring on 04/16/25. 1
F. STATEMENTS
L Statement letter of conformance, complying with FBC-6 th Edition (2017) and FBC-
71h Edition (2020), dated 03/27/20, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 03/27/20, 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. NOA No, 17-0411.09, issued to PGT Industries, Inc. for their Series "HR-5410" 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
2-5 ANCHORS, SEE --
CLUSTER DETAILS SHEET 6 12-3/4"
MAX. O.C.
"l4` SEE SHEETS
8� MAX.
F
9, SEE
SHEET 3
MAX
D SEE 2-5 ANCHORS,
SHEET4
SEE
CLUSTER DETAILS
SHEET 6
A, SEE 1011 MAX,
SHEET 31
C. SEE i
8. MAX - —J,
SHEET 4
IF- -
A
E. SEE
i MEET3j
EQUALLY I
SPACED
ORS PER
MAX. O.C.7Z'
MAX -
BUCK
MAX.
EQUALLY
BUCK SPACED
HEIGHT
TABLES 13-I6
HEIGHT
:
I
ANCHORS PER�
SEE i
I
,
TABLES 7-19 f
SHEETS
9-13
---------- — -
8. MAX
S"MAX,
i
&
P
4" O.C.
SEE SILL
'PEEPHOLE MAXINEEPHOLE—z"
DETAILS,
{(BETWEEN
SEE SILL
DETAILS,
3" MAX. .tEE rIL-
=PP.
SHEET 3
L-El
SHELf4
BETWEEN
DETAILS,
HOLES
WEEPHOLES
SHEET 3
75" MAX. BUCK WIDTH -- - —1
-- - 75'MAX. BUCK WIDTH
ELEMATION F OR TYP. EQUAL LEG FRAM
E ELEVATION
FOR TYR FIN OR J-CHANNEL
SHOWN AS OX CONFIGURATION
-
SHOWN AS OX CON IGURATION
' FRAME
ANCHORED THROUGH THE NAIL -FIN
I G td PRESSURE
[ RAT I ` IPACT
1LATIN
VARIES PER REINFORCEMENT CEMFNT NOT RAl.�LE IMPACT RESISTANCE E
18.94"MAkOC.
MAX, O C r B, SEE SHEET 3
63"
MAX.
I
BUCK
;
HEIGHT
16,67'
L
MAX, O.C.
x 0 x
4" O.C. BETWEEN
WEEPHOLES 3' MAX.
14W MAX- BUCK WIDTH
ENIT_FLANGE FRAME
�LqVATfO FOR
_ _ �.
SHOWN AS XOX CONFIGURATION
CODES /STANDARDS USED:
* 2021, FLORIDA BUILDING CODE (FRIC), 7TH EDITION
* 2017 FLORIDA BUILDING CODE IF SO _),STH EDITION
ASTM El 300-09
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). . ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. - ALUMINUM DESIGN MANUAL, ADW2015
3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 - AISI SI00-16
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE - AISC 380-16
41ALL WOOD SUCKS LESS THAN I V2` THICK ARE TO BE CONSIDERED 1X INSTALLATIONS IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED MIRECTLYTOSUBSTRATE. WOOD BUCKS
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, (EOR) OR ARCHITECT OF RECORD, (AOR).
5)ANCHOR EMSIEDMENTTO 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 SEALING[FLASHINGSTRATEGY 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 E1300.
B. POSMVIE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E9300.
C. DESIGN LOADS ARE EASED 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 t3% STRESS INCREASE HAS NOT SEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMEN I S PER CURRENI FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
10) REFERENCES TEST REPORTS FTL-807Z ELGO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCOIDEWALT CRETEFLEX NOA; ELCOIDEWALT AGGRE-GATOR NOA; ENERGI WINDOWAND DOOR PROFILES, LTD
WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIAF&PA NOS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
USER INSTRUCTIONS
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, XO, XOX), SIZE, GLAZING OPTION FROM {TABLE 1) AND
REINFORCEMENT LEVEL, DETERMINE YOUR V41NDOVVS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING
TABLES 6- 2(SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6TOHELP FIND THE APPROPRIATE TABLE.
z
0) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
z: Na-58705
CONDITIONS.
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13), VERIFY THE ANCHOR/SUBSTRATE WILL MEET
REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN RFWIREMFNTS FROM THIS
1070 TECHNOLOGY
SHEET -SET ARE MET
A7 OF
M VENJC—rF
5)fNSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION.
(941)480-16M
USE
U TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS
O"'C"
)I
NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (JCHANNEL, FLANGE,
A LY4VA-I P.E.
INTEGRAL FIN OR EQUAL LEGIBOX), SEE FIGURE 8 ON SHEET 2.
P F 1i WnS
REGISTRATION #29296
GENERAL NOTES—.
'_ "I
I
ELEVATIONS.. . �
FRAME, GLASS &ANCHOR
OPTIONS
2
INSTALLATION, FLANGE &
EQUAL LEGJEOX
3
INSTALLATION, INTEGRAL FIN
& J-CHANNEL..
4
GLAZING DETAILS_......,.
5
DESIGN PRESSURES...
I[
ANCHOR QUANTITIES.........._.....
9-13
EXTRUSION PROFILES & ROM-
14
ASSEMBLY--
AS
C) UPDATED TO FSC 2020,
REVISED ANCHOR TYPE
TABLE.
AK - 03r27120
PRODUCT REVISED
.. ...Vilylg -M the Fl.dd.
B.adi.9 cod.
NOA-No. 20-0406.02
Expl-U.. Date 09124/2025
Mla-1-13.d® F-duct Cont-1
I GENERAL NOTES & ELEVATION I J ROSOWSKI I
I HORIZONTAL ROLLER - NI 105115115 1
� m
4311—ass
Type
Description (Listed from Exterior to Interior)
I
1
3/4" I-G,: 1/9' AlExterior Cap 112" Air Space 11T A Exterior Cap
2
3/4" LG.: 1/8" T Exterior Cap 1/2" Air Space 1/8" T Exterior Cap
3
I - -------
-Air
3W I-G. -3(16" A Exterior Cap + 3/8" A If Space + 3116' A Exterior Cap
4
3/4" 1 G.: 3/16' T Exterior Cap + 3/8' Air Space + 3/16" T Exterior Cap
TABLE 2'ALLOWABLE ANCHORS THROUGH THE FRAME
GLASS TYPES 1 &TMAY
NOT N THE
NVHZ ABOVE 30,.
Min. Edge
N
Group
Anchor
Substrate
I
Distance
_.bedment'
Embedment'
P.T. Southiihn —Pine (SG_=6,_5_5)
7116"
1-318"
#10 SMS
Steel, A36*
3/8"
0059,
(steel, 18-8 S-S
Steel Stud, A653 Gr. 33*
3/8"
0.0451" (18 Ga,)
or 410 S.S.)
—
A
Aluminum, 6063-T5*
318"
O-OW
3/16" steel Ultracon or
P.T. Southern Pine (SG=0.55)
7/16"
1-318,
Ultracon+
Concrete (min.ksi)
I_aftl"
3/16" steel Ultracon
-3
Ungrouted40. (ASTM C-)
—CM-0,
2-112"
1-114'
3/16" steel Ultracon-
Ungrouted CMU, (ASTM C,90)
T,
1-1/4"
Southern Pine (SG=0.55)
9116"
1-318"
#12 SMS
__f.T.
Steel, A36*
3/8"
0-050,
(steel, 18-8 S.S.
Steel Stud, A653 Gr. 33'
3/8"
0.0451" (18 Ga:)
or 410 S. S.
—
B
1/4" steel Ultracon or
Aluminum, 6D63-T5*
P.T. Southern Pine (SG=0.55)
3/8"
T,
0.063"
1-3/8"
Ultracon+
1/4" steel Cretellex
P.T. Southern Pine (SG=0.55)
V
1-3/8"
114!' sleet Aggre-Gallor
P.T. Southern Pine (SG=0,55)
V
1-318"
Concrete (Min. 2-85 ksi)
1-3W
114" steel Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1w
C
Concrete (min. 3 lon)
1-3/16"
1-34'
1/4" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
I-IW'
1/** steel Creteflex
Concrete (min. 3.35 ksi)
V
1-31*1
1/4" steel Ultracon
Concrete (min. 2.85 ksi)
2-1/2'
1-3/4"
1/4" steel Ultracon+
Concrete (inni. 3 ksi)
2-112"
1-3/4"
1/4" steel Ultracon+
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-114"
D
Cohere , (min. 3.35 ksi)
2-1/7
1/4" steel Cretellex
Ungrouted CMU, (ASTM C-9173)
2-1/2"
1-114!'
Concrete (min- 3.275 ksi)
1-1/2-
1-318"
1/4' steel Aggre-Gator
Grouted CMU, (ASTM C-90)
2'
2'
TABLE 3
ALLOWABLE ANCHORS I HKUUUM
I HE IN I E=GHAL HN
Group
Anchor
Substrate Min. Edge
Min.
Distance
Embedment'
E
2-VT' x.131" Common WJ
P.TSoulmemPine (SG=0.55) 318'
2-7/16'
2-112m Ring -shank Rooting Nail
P.T. Southern Pine (SG--0-55) 3/8,
2-7116"
P.T. Southern Plrw(SG=0.65) -
I
410 Trusshead SMS
_Aluminum, 6063-T5* 3/8,
0.050'
(steel, l" S.S.
Steel Stud, Gr_ 33' 318,
0�0451` (18 Ga.)
or 410 8,S-)
Steel, A36' 3/8,
0�050`
F
P.T. Southern Pine (SG=0.55) 911G,
311'
912 SMS
fin
(steel! 11" S.S.
Steel Blvd
0,0513,
or 410 &S.)
Steel,
0.059,
I FAIN, OF 3
THREADS BEYOND
THE METAL
SUBSTRATE.
"UNGROUTED
CMU" VALUES
MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
Frame
Gla-se
Type.
Options
Conditions
Subzlette Option Detail Sheet
(see fig B) (Me
Table 1)
Through the
into 2X Wood Frame/Backstale - sheet 4, option 5
J-Cliann"I
Integral fin._.._
Julp M.on -.,beef 4, opfion 8
1-4
Through the frame
_440 2X Wood Fnx.e/Bu.kst.p - sheet 4,opflon 43
-Hhe-iridm
...into Metal - Sheet 4, option 7
....into
2X Wood FlametBuckstnp - she 3. opoon 1
Flange
Through the frame
--into CorenstelCMU -sheet 3, option 2
W)
1-4
of the vendow ...through
IX B uckst np into C..t JCM U -sheet 3, option 3
Anto Metal -sheet 3, option A
Through the
into 2XWcod_FraM&S kStnP-sheet 4,opIM5
kn.ljuil Fin
1 4
niturual no
...into Metal - sheet 4, option 8
(03)
Through the frame
..into 2X Wood Franne/Buckstrul - sheet 4, Option 6
of the window..........ante
Metal - stuan 4, optim 7
I.I. 2X Wood F,..ufBurk,bp sheet 3, click. I
Box
EquIll-eq
1-4
Through the has
into Couctele/0,41.3 - sheet 3, opti2
on
I t-4I
Tthe wIndow"
I I
I
help Metal - sheet 3, option 4
INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS.
I) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLES 2 & 3, THIS 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 SUCKS 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
SUCKS DEPICTED AS ?X ARE 1-1 r2" THICK OR GREATER. IX AND 2X
BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO Tt IE STRUCTURE. WOOD SUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (Al SO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
4) SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS
FIGURE B'FRAME TYPES
(2��Q
AT
04- 01
F_
FLANGE FF
j
BOX OR
EQUAL
LE, FM
01-
J-CHANNEL
__ ------- ---
(DI
INTEGRAL
FIN
f
No.58705
'MIN. OF 3
1070 TE CHNOLOGY DRIVE
N. VENIM FL 34275
THREADS
C> OF
BEYOND THE
METAL
L
SUBSTRATE.
"'o
A Ili PZ_
#29296
RE le 58706REGISTRATION
C) REVISED ANCHOR TABLE
AK 03127/20
PRODUCT REVISED
as complying with the Florida
Bidlell.g Cade
NOA-No. 20-0406.02
E.phrafl.. Data 09/24/2025
By
Mienni.-Ded. Product Controe
I GD—LASPli— I
SIANCHORSIFRAME OPTIONS J ROSOWSKI
HORIZONTAL ROLLER - NJ
I NTS 1 2 OF 16
INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES
TYP. ANCHOR TYPE,
INSTALLATION EMBEDMENT AND EDGE
OPTION 1 -DISTANCE PER SUBSTRATE,
ANCtiOREDTHROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2.
FRAME INTO 2X WOOD
FRAME OR SUCK' STRIP
SEE NOTE 2, SHEET 2.
FLANGE EMBEDMENT #100R#12STEEL
FRAME SMS (G5), SEE
SHOWN -L-A TABLE 2, SHEET 2.
114"MAX SHIM
DADE APPROVED MULLION,
FBC COMPLIANT
ALUMIN ISTEELFRAMING
OR STEEL STUD. MAY BE
VISIBLE
FIXED
VERTICAL OR HORIZONTAL.
LIGHT
LITE
SEE SUBS I -RATE PROPERTIES,
HEIGHT
TABLE 2, SHEET 2
BUCK
fj
HEIGHT EXTERIOR
VISIBLE
LIGHT
OPERABLE
(SEE SHEETS 8HEIGHT
SASH
TYPICAL FOR
ALL SASH-t
I
WEEP
NOTCHES
3/4" X 114"- I _Jf4'X 1/4'
FLANGE
FRAME
SHOWN
1/4" MAX
SHIM
EQUALLED
FRAME SHOWN
INSTALLATION
EMBEDMENT
OPTION 2
ANCHORED HROUGH
FRAME DIRECTLY INTO
CONCRETE/OMU,
EDGE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE/ VERTICAL
DISTANCE PER SUBSTRATE,
B-B
SEE TABLE 2, SHEET 2, _sEc_T_J_0_N
INSTALLATION (2:1)01`1z2 ORU3
OPTION 4 SEE, INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8)
ANCHORED THROUGH TYPICAL FOR ALL
FRAME INTO METAL "XO'Oft 'OX" SASH
1/4" MAX SHIM Q5
72. OPERABLE
SASH
FIXED \,!:,j
LITE VISIBLE
LIGHT WIDTH
L B
FLANGE &3 LIOHS"llLllElT. EXTERIOR
0_24
FRAME O8('2r5)OR(2f,)-j
SHOWN
(SEE SHEETS 6-8) TYPICAL FOR ALL
XO" OR "OX' FIXED MEETING RAIL -- BUCK WIDTH
HORIZONTAL SECTIONA:A{OX
OPERABLE
SASH
OPERABLE
SASH
j'� [l�—� FIXED
VISIBLE LITE VISIBLE
LIGHT WIDTH L__�L \ I LIGHT WIDTH
INSTALLATION OPTION-3
ANCHORED THROUGH FRAME AND 1 X
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2. SHEET 2,
114'MAX SHIM EMBEDMENT
29 A
EDGE
DISTANCE
71111,F
I (A TYP. ANCHOR TYPE,
EMBEDMENT AND
--EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 2, SHEET 2.
HIT,
EQUAL
LEI �1AT MID -SPAN OCK
FRAME
1) 3-It2`FF.,=
SHOWN
CORNER AND (1 T AT CENTER OF
SASH STfLEStRAJLS
'2
'2 0 P @)
(SEE SHEETS 7-8) TYPICAL
FOR ALL 'XOX" SABI-1
A-1 EXTERIOR
OR VISIBLE
C2-') (I _�ll- —I LIGHT WIDTH
j (SEE SHEETS 6-8) TYPICAL FOR ALL 73
"XOX" FIXED MEETING RAIL
— — - --- - -------------- -- BUCKVlflDTH EQUAL -LEG
HORIZONTAL SECTIO 4 E�- FRAME
INSTALLATION AS PER SECTION A -A ABOVE SHOWN
LYN;V�'/,
C) NO CHANGES THIS SHEET.
AK -03/27120
N0,55705
VISIBLE LIGHT FORM ULAS G 2 1070 TE40LOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES
�M
N. VENICE, FIL 34275
�E 441
qUAL-LITE, XO & GX) --o ATE OF
WIDTH: BUCK WIDTH 12 - 4,1/4"
HORIZONTAL ROLLER - NI
HEIGHT: BUCK HEIGHT - 7-114" 'sl .....
/I / 10NAL s sue:
A L11W uaE."i",F t
____I HR-5410 NTS 3oF 15
PRODUCT REVISED
— c—plyi.9 -M th. Ff.dd.
B.11M.9 C.d.
NOA-No. 20-0406.02
E.pi—ti.. o.t. 09/24/2025
By
MI—i-Dade Pmduct Cantrol
6V'�S KI J ROSOWSKI
Dd..'
0)5715115
.6 10_01
�MDIR5410_01 c
INSTALLATION DETAILS FOR FIN AND J—CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH
INTEGRAL FIN INTO ZX EMBEDMENT
WOOD FRAME OR BUCK- 4
STRIP SEE NOTE 2,
EDGE
SHEET2 DISTANCE
J-CHANNEL
INSTALLATION
OPTION 7 (21)OR(2��,OR(23)
SEE INSTALLATION NOTES SHEET 21 -- /
ANCHORED THROUGH FRAME (SEE SHEETS 6-8)
INTO METAL ;INTEGRAL TYPICAL FOR ALL
FIN/FLANGE REMOVED) *XO" OR 'GX' SASH
#110 OR #12 STEEL
(G5), SEE
FRAME SHOWNMTABLE 2, SHEET 2.
p r- i
1;4" MAX SHIM
I F11 TYP. ANCHOR TYPE, FINAND/OR
--EMBEDMENT AND EDGE FLANGE MAY BE
DISTANCE PER SUBSTRATE, REMOVED IN-RELD
SEE TAPAE 3 SHEET 2
DADE APPROVED MULUOI
FBC COMPLIAN
At UMiNUMfSTEEL FRAMING
OR STEEL STUD, MAY BE----
VISIBLE i FIXED VERTICAL OR HORIZONTAL.
LIGHT
LITE SEE SUBSTRATE PROPERTIES.
HEIGHT I' TABLES 2 & 3, SHEET 2.
BUCK EXTERIOR
HEIGHT
VISIBLE
(2 DOR(�;)10 R LIGHT OPERABLE
(SEE SHEETS5 HEIGHT ASH
TYPICAL FOR
ALL SASH— (6
45
WEEP
NOTCHES
3/4" X 1W__
1- 1 /4" X 1/4"
FIN FRAME
TYP. ANCHOR TYPE,
EMBEDMENT EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, SEE SEE — - ----
TABLE 3, SHEET 2, EMBEDMENT
INSTALLATION OPTION 5 VERTICAL
ANCHORED THROUGH INTEGRAL FIN SECTION D—D
INTO 2X WOOD FRAME OR BUCK-
S HRIP, SEE NOTE 2, SHEET 2.
OPERABLE
SASH
VISIBLE
LIGHT WIDTH
I WMAX, SHIM
OPERABLE
SASH
FIXED ',L%
L17
LIGHTWIDTH
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 7X
WOOD FRAME OR BUCKSTRiR SEE
NOTE 2, SHEET 2,
EMBEDMENT
EDGE
—2 DISTANCE
FIN
FRAME
SHOWN
14')OR(25)OR(26 'j EXTERIOR C3
(SEE SHEETS 6-8) TYPICAL FOR ALL
"XO'OR "OX'FIXED MEETING RAIL.
SUCK WIDTH
HORIZONTAL SECTION C—C LOX)
FIXED
LITE
OPFRAE31 F
SASH
VISIBLE
LIGHT WIDTH
TYP, ANCHOR TYPE,
EMBEDMENTANO
_D
OE
DOE DISTANCE PER
SUBSTRATE, SEE
TABLE 2, SHEET Z
(SCREW SHOWN)
INSTALLATION
'@)OR(�* OPT 10 N 8
(SEE SHEETS 7-8)
ANCHORED THROUGH
TYPICAL FOR FIN INTO METAL
ALL 'XOX11 (FLANGE MAY BE REMOVED)
SASH
L SIMS (G5), SEE
TABLE 2, SHEET 2,
FIN
FRAM
E .07
SHOWN ry
V
26 ISIBLE EXTERIOR 11H .. EL
201 OR LIGHT WIDTH FRAME
(SEE SHEETS 6-8) TYPICAL FOR ALL
'XOX' FIXED MEETING RAIL
BUCK WIDTH SHOWN
1-1/4"MAX HORIZONTAL SECTION F—F (XOX)
SHIM 1) AT MID -SPAN OF INTERLOCK
AI
3_1 12, INSTALLATION AS PER SECTION D-D ABOVE
FROM EACH SASH i ') i I; : I I I"
CORNER AND (1) AT CENTER OF 0
SASH STILESIRLS
C) NO CHANGES THIS SHEET.
AK - 03/27120
E _F �STANCE
No. 5B705
YI�PLE�IPHTFORMLLAS 4" 1070TECHNmYDRIVE DCHANNEL
& INTEGRAL FIN FRAMES
TATE OF
fpqpd�L__LITE, XO & O��l
N. VFN&CE, FL 34275
(941),48CASM Mt.,
WIDTH BUCK WIDTH 12 - 4-1/4" . .. __11 I HORIZONTAL ROLLER — NJ
HEIGHT- BUCK HEIGHT - 7-1/41" , ONAL
, f 11, 1 1
A LYNN MILLER, P.E. HR-5410 NITS 4 OF 15
RE#58705 REGISTRATION#29M 1 1
PRODUCT REVISED
as complying with the Florida
8.1frims code
N€}A-N® 20-0406.02
Expiration Date 09/24/2025
By
Miami -Dade Product Control
D ey.
J ROSOWSKI
Don.
05/15/15
Orowina Na. JR11
410-01 c
STRUCTURAL
POLYISOBUTYLENE 1/4" NOM,
URA7�"J'
'LE
WITH DESICCANT 3 KODISPACE
EXT. GLASS—
4SG TPS
�"\—INT. GLASS
'Or MELT BUTYL
STRUCTURAL
SILICONE
FOAM 3116" NOM.
WITH
DESICCANT
SUPER
EXT.
SPACEWRNXTTm
--INT. GLASS
REINFORCEMENT
5/16" NOM. —
BUTYL&
DESICCANT
F M -�DURASEAO
EXT ILAI
SPACER_
T. GLASS
POLYISO_ DESICCANT FILL AREA
BUTYLENE
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL ra XL 'EDGE
EXT. GLASS SPACER
-IN[, GLASS
Part 9
Description
Material
76
K mmerling 4SG TPS Spacer System
77
Quanex Super Spacer flXT with Hot Melt Butyl
See this
78
Quanex Duraseal Spacer
Sheet for
Materials
79
Cardinal YL Edge Spacer
REFERENCE TEST REPORTS: FTE77-17,8968 & 8970
1/8" A GLASS -
1/2" AIR SPACE --
1/8" A GLASS —
EXTERIOR
lei
3/16" A GLASS —
3/8" AIR SPACE -
3/16" A GLASS-
<-j EXTERIOR
3/4" NOM,
314"NOM.
1/8" T GLASS ---
1/2" AJR SPACE-
1/9'TGLASS—
<-, EXTERAV ff
11 3/4"NOM,
xfl� Sm
3/16" T GLASS --
318" AIR SPACE
3/16" T GLASS -
<_1 EEXTERIGR
rm
0MGtASS
TYP.
GLAZING NO TFS
ANNEALED
PRODUCT REVISED
:A-
'r TEMPERED
as plyi.q -fth the FJ.dd.
�viidSng Cad®
NOA-No.20-0406.02
Y&jIv
C) NO CHANGES THIS SHEET.
E,pimtIon Dal. 09/24/2025
Yff
AK - 03127/20
By
MI I -Dad. P,.d.ct Control
No 5870z,
D-4pt-,
Dr— W.
11 C '2�*
1070 TECHNOLOGY DRrVE
GLAZING DETAILS
J ROSOWSKI
C1 FC 7A&)Fgee
N. VEWE� FL 34275
Hate:
HORIZONTAL ROLLER WINDOW - NI
05115/15
At
score: s""t,
hv N..
P F. # 5R70ti
HR-5410 NTS 5 OF 15
II
MD-HR5410-01
I
Index to All Design Pressure and Anchor Quantity Tables
O-fig.
Max.
W! th
Max
Heigh,
Glass
TYI-
Rert
L_!
r-�g. pl.—
Table i -P.g. Y
Anchor Quantity
T.bf. # T P.g.-4
X0
75'
51.1
63"
1
2-
3
6 a
8
10 7
13
o
14
9
15
10
.1
ox
75'
54"
54"
'4'
2-4
1
2
6 6
7 6
13
14
9
9
63, 3 10 -1
77'
is
10
10
129,
631,
gd
3
1 7
17
11
X OX
149,
f'f
63"
7 4
4
1 12
16
12
4" MAX, O.C.
-ANCHOR
CLUSTER DETAIL
4' MAX O.C.
4- 4
k4-ANCHOR
CLUSTER DETAIL
4" MAX. OC.
/3-ANCHOR
CLUSTER DETAIL
81, MAX O.C.
4- MIN. O.C.
/z
2 -ANCHOR
CLUSTER DETAIL l/f
TART F 6-
as, Typ�
4
Design Pressure (Ibsftt) for XOorOX Windows
Remf Lee4
Wind -Suck Height
R1
36"
49 1 14`
25117,
-65A�00.01 1650
-100,0 '650 -100 0
i5 28"
165V -100,0 1650 -1000
+650 11 W" 0 +660 -1000
35'
-IN.o i +65.-100,0
650 -9r2 +65.0 81,6
42"
+650 ..100.0 -65 0 -IWO
+65.0 819 1W,0 -72A
48"
+650 -100.O -&9 0 -100.0
+650 -765 +&9 -656
W,
.65.0 -'aac -6&0 -10,ao
`-165
2
-94,9
-�
+2", 1 ;;6-0 150 0
Jct I A51-t 16 tVN ANLHVS Ait
SECTION DETAIL
FORWIND—OWS WITH
LEVEL R1 REINFORCEMEI`
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALI
FRAME TYPES &
CONFIGURATIONS)
SASH WIDTH - - - - ---(
,AM8
M
TAN F T
Gtw,s Ty p
1 4
Design Pressure (IbstW) for XO or OX Windows
Reinf, Ltne-1
Wi.dGw Buck Height
R2
M
�� TO
3
48"
13110 -650 1-130.0
��O 13a.0
15 21
�61JI
+6&0
-1300 165,f) j -130.0
650 1 -130.0
36,
65.0 -130.0
+650
-1309
+65,0 -1095
m 42"
050 -M,O
65.0
-IaO-Q 650 ; -9L7
1 65-0 -82.4
48'
-6a0 -130 0
+65 0
129A *6S.0 11
126
+IaG i -1300
16&0
-114.8 -6-0 -83,5
+65.0 t N
75"
+65,0 S -109,5
+65.0
-949 650 -799
165.0, 1 T,'
SECTJONDETAIL
FOR WINDOWS WITH
LEVEL R2 REINFORCEMEh
H (REINFORCEMENTS SHOWN
TF IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
MEETING RAIL
EXSEPJOR
Jtl` iN LL 14 VUK AM;"UKAut
I.,
M
SASH WIDTH
-0
13VMEETING RAIL
25
(� 21
JAMB EuERgR
NOTES
1) USE THESE TABLES FOR ALL WINDOWS 0 oV LYN&
Revision:
C) NO CHANGES THIS SHEET.
INSTALLED ALLFD THROUGH THE FRAME OR INTEGRAL FIN.
AK - 03/2700
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK
HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE
FIGURE- Na. 53705
* 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT ::
AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE. -'n :7 20
t,
4
DESIGN PRESSURE TABLES
1070 TECHNOLDRIVE
4!� Z
4) "114-112-114" AND I INDICAI E HAI 0 E F
N. VENICE, FL 34275OGY
Tw. :
THOSE STANDARD SASH CONFIGURATIONS FALL 41,
(941Y480
HORIZONTAL ROLLER - NI
WITHIN THE SASH WIDTH RANGE IN THE. ADJACENT
"ONAL
COLUMN. "CUSTOM" INDICATES THAT NO
HR-5410 NTS 6 OF 1 5
I
STANDARD SASH CONFIGURATIONS FALL WITHIN "I
oNA ViLER'RE
REGISTRATION --
THE RANGE
PE # 68,706
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.02
Expimijon Cate 09/24/2025
Miami -Dade Product Control
05115115
N
TART P A
Gass Type
I Sash Sash
R,k,f, Lewl C'mfiWopOn Range(in)
R3
Design Pressure (fbs1fe)f&rXOXVVIndows
Window Buck Height
--- -30r 7
36-
1 48!*
11.
35-1/4" Y%-% "139111391
.55.0 i -100,0
r '650 -I00.
+65 0 F-100,0
+9.0 -100 0 +65 0 j -93 1)
12.30A - 12308
- -
65S i -100 0
65.0 Fj-100.0
-05 0 1 -IWO
-65.0 ---65.0 -IOU.[)
Y -%-Y 11 391 - IT39-7
45-118r,
+ai, 0! �100 0
'650 -100.0
+6501 S9.0
+65 oil -7T9 7,5
13-308 . 14683
650 , 1000
65.0 1'0
"65 o 14-00-
eIiow , -io -+B&O %I,
--
Yyy 111,391
47-31,Vl IZ297
+.11 i W.t
.
iao IOD
-10D 0
+650 -Ba5
+135 0 72 2 +59S -59,6
12.298 - 1 &558
--
T 650 -'100,0
+65,0 100,0
+65.0 8T2
-65.0 -74.9 -,65.0 65.9
Custom 11.391 -12016
52-1!8" Y-%-Y 12.017 - I3.39-7
650 -1000
-+ 55 0
+65.0 -100.0
1-76-556 .106.0
+(5,0 -84,4
--a 5, o --8-5,0
65,0 -718
-,65-E-i --71- 0- -+ 56A -561
13.398 - 17-016
55.0 -1000
650 -100.0
-7 �a4
650 -720 j +583 1 58.7
Custom 11.391 - 13397
550 -1000
-550 -96 9
650 -7a 9
.6,15 0 �i -66S +559 55,9
80' y-y-y 13396 - 15.360
55.0
+55.0 -100.O
+65.0 -W 8
+65,0 1 -703 +57.6 1 57.6
Y.-Y-1. 15,361 - 19E41
+55o -100.0
+65.0 10091
+650 84.5
+650 -71E +5a3 i 563
-Y,-% 1 1 -1,
75" Y.allo
+650 -1000
-1 -
+65 0 :8tT3
+656 -68 8
F-
+61 4 l 451A +525 52,5
19,111 - 24,641
+55.0 i -100.0
+6&0 -98- 1
+550 -74 5
+65.0 -67,2 +561 j -56.1
21,1141 - 32 516
Custom V, 517 - 3q 641
+65.0 1p0.0
650 -1000
'550 1; -89,3
'65,C) -PI 3
+5.50 38,8
6n,o -ya
+61-4 j F1 4 +525
-630 +53.7 53,7
-39641
+650 -100.0
-65,0 -89.3
+650 -688
+61 4 -61 4 +50 0 1 50.0
MIM SASH SIZE I H - 4U. (Z SEE TABLE 17 FOR ANCHORAGE
2
tfxdila�a
---- - -- -- --- -----
G... Types 2-4 Sash CI sash Design Pressure (IbsM) for XX Windows
'ffdlh I
Rmnf. L. I efiguration R-We (I.) Window Buck Height
R3 39' 48" 1 547 1.
35-1/4' 11-391 -11.391 65.0 -1007
+65.0
-100L
+65.0
-100,01
+65.0 1 -'aab
-05.0 -Iwx
12,308 - 12.308 -65.0 -10010
+65-0
-100.0
65.0
-100.0
1 +65,0 1 -100.0
+65,0 -100.0
45-1/8" YY% 11,391 -13,397 +65.0 -100,0
65,0
-100.0+650
-100.0
� +65.0 1 100.0
+55,0 -97.9
XYY� 13-328 - 14ES3 +65,0 -1000
+65.0
-100,0
65,0
100.01
+65.0 1 -Imo
-65,0 -100,0
YY,:X 11,391 - 12.2971 155,0 1 -100 0
165.0
-IOD,O
-55.0
-100,0
+65.0 1 -100,0
165.0 -95,2
3�--y y 12296 -15558 +65.0 -10O0
+66.0
-10D.0
465.0
-100.0
+65.0 -100,0
+65.0 -91.2
G-tarn 11.391 - 12-016 +65 0 -100,0
+65.0
-1000
+e5,0
'100,0
+65,0 1 -Ioao
+65,0 -88.5
52119' X-Y,% 12.017 - 13.397 +650 -100,0
+65.0
-100,0
+
+65.0 -100.0
65-0 -8T5
A-y-y' 13,398-17,016 +65+0 1 -100,0
+65,0
-100.0
+65.0
-100.0
+65.0 -100.0
165.0, 84.8
1 -IMO Custom 11�391 -13.397 +65E LI 0 _
60- li-i9ii - 15360 +650 1 -100.0
_1650
T65-0
-100,C)
_100.0
+65.0
7T65�-0
-100.0
I CD -0
+65,0 -94.8
- -
+65.0
-1650 -77.0
65.0 -77.7
15361 -1 -650 -10" 0
�291�1
--+765-0
_70-0-0
+65.0100
0
--+-65-0 -921-
+65.0 -:T5T
Cu.t.. 11 313497
+650
-100.0
+65.0
-94A
+650 .868
+650 -68.7
75- / 13.398 - 19.110 +650 -100.0
+650
- 100,0
-65.0
-973
-65,0 -80-4
+63,8 -63.8
A X-x 19.111 24.841 +66.0 -100,6
+65.0.0
-100.0+65.0-94,
1
+65.0 -794
+64.3 -64.3
Custom 17,641
Z�0
-$2 8
-f,5 -75,15
-mq -W9
19398 - 24.360
9T -17.
-974
&0
7.8
+65o J4-2
+575 -5T5
124�351 +-651,00 t
%-Y,% i -10- O�O
+ 65.0
-100�0
+65.0
-85 ,0
+650 i -69-9
+55.2 1
65'0
129' Y-Y-Y, I 29,641 - 32,515 + 1 -100.0
+65,0
0
-90.4
-
-f55-0
-;�
- 8
-
+6&0 -58J3
-
+527 -62,7
-
%-YY� 132 516 - 39 641 1650 - I ano,
65,0
;%o
-81.4
-65-0 65.
+505 50.5
140" C..t.. 39.641 1 +65,0 -1004
-90A
+65.0
-81A
+650 -66.6
15E1 -50.0
MIN, SASH SIZE = W NDOW 2 DTH - 72 SEE TABLE 18 FOR ANCHORAGE
1) USE THESE TABLES FOR AL I, 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-
3) FOR SIZES NOT SHOWN, ROUND LLP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4)'114-1)2-114" 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.
TARI F 10
Glass Types
1-4
Design Pressure (lbsift)for XO or OX Windows
R,,i i L-I
Window Beck Height
R3
37
49'653'
25-1/2'
111111 +65.0
-100,0
165.0
1 -100.O
16+55.01-1000
'65,0
_106 0
E5
b
28'
+65,0
-100,0
+65+0
-100,0
On "
+650
'5
-1000
650
ADEO
+65.0
-100,0
0
3w
"i
-
+65,0
-1000+0
65.0
-100.0
+r5,o
-100.0
+65-0
-854.
42"
-!�2
-IL
65,0
-100,0
65.0
-91,7
+s5�0
±2
+
-74A
-65.0
-100p
65.0
-S
_tI,
+.2
.65.0
- 11
-100.0
+65.0
.3 5
-83.5
567
1 -567 1
75'
+65.0
1 -100,0
+65.10
-94,9
�65.0
-72
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R3 REINFORCEMEh
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
bhf, fAbLE 15 IUN ANUHUHNt3t
SILL
�z
-I
iT
--- SA H
MEETING BAIL
�2
JAMS
'1( LYN4,
C NO CHANGES THIS SHEET.
AK - 03/27r2C
Ffo- 58705
%
DESIGN PRESSURE TABLES
1070 TECW40LOGY DRIVE
TTE
M VENICE, FL 34275
TXN.
(941}A Isw
HORIZONTAL ROLLER - NI
c,
A. LYNWML'LER, P.E.
HR-5410
NT
P I- * 5B7(15
I— REGIS111A
ni
PRODUCT REVISED
as as nth the FI-id.
Bwitdiinq C.d.
NOA-No. 20-0406.02
Eilpillatio. Data 09/24/2025
By
Miami -Dade Product Con =a
J ROSOWSKI
0-.iw No. R�
7 OF 15 MD-HR5410 01 C
1 -�,:OL-01,)5,15,1 k6
GI.s. Type.
2-4
Design Pressure (Ibsift) for XO or OX Windows
R.iO 1-.eel
'Window Suck Height
R4
35-
48-
1.
72'
--25-1jZ"
1300
+65.0 -13q o
'-78E�5--i-soy+65.0�o
-130.0
B 28'
165,0
-1300
165,0
169.0 430.0
165.0
-130.0
165S
-130.0
36,
165,0
-130.0
+65.0
30.0
-65,0 130,0
-65.0
-130.0
+65.0
-123.3
1 42'
E65.0
-130.0
+65A
-130.0
-65.0 I -130.0
-65,0
-126s
-65.0
-1082
48'
12
+65.0
-1330,0
+65.O -130.0
+65.0
-1142
+65.0
-97.1
So"
+;5:20
-4
1.g
+.50
-130,0
65.0 -1126
y +65'0
-94.1
+65.0
-811
75"
+65.0
-130,0
-65.0
=-,g
a1ctc I MULL Iti k-VK
Glass Types
2-4
_
Remit LeIIA
R4
Sash
C-rfigu`AI-
S.h Design Pressure (Ibsift) for XOX Windows
Width
Range (,e) Window Suck Height
30" 36' 48" 63"
3F,-114'
y; % - %
11 391 -11.391 5�0
- 36.6
76
-130.
-65.
-130-0
a65.013
+iIs'o
1-130.0
12.308 12,308. +65.0
-130.0
65.0
1-130E 1
+65,0
1 -130.0
_,31T .
+65.0
1-130.0
11.391 -13,397 +65,0
-1300
+65.0
1 -130.01
+65.0
-130,0
"
-65.0
1-130.0
-3,398 - 14.683 -65.0
1-130-0
-e5.6
I -imo I
+65-o
-im.o
g
�g
+650
1 1300
k12
47-3/4"
Y4
11,391 - IZ297 -65�0
--
-12 293 -15.556- +65.0
-130.0
- - --- -
-130-0
+65.0
__
+65.0
1-130.01
A� -01
+650
-
+65-0
-130�O
-13(TO
'0
+6&0
_i. g
-
1-13iiQ
+11
----
1
9
j -1277
Custom
11.391 -IZ016 -65.0
-110.0
65.0
-130.0 I
+65.0
30,0
+65.0
-11621
+65D
-98,2
52-1/8'
Y4-k I
-12.01�7--13397 +6
-130.0
+65,0
-IaQ,G
+65.0
-130,0
+65.0
-121,3
+65,0
-104.3
_y
13-398 -17+016 +55+0
-130.0
+65,0
-130.01
+650
-130,0
+65,0
-130,0
+650
-113,7
Custom
z
31.391-13397 +55,0
-130.0
+65.0
1-130.01
+65,0
-120.4
+SE0
-104S
+650
-86,2
60,
Y, yc
13.398 - I5.360 +65,0
-130-0
+65,0
-130.01
+65.0
-12T2
+65.0
ADS 2
+650
-89.2
o
A-Y_y,
15,361 -19,641 165,0
-Mq-O
.5,0
-110,0
-61,0
-130,0
116.4
161.0
-.S
Custom
11,391 13,397 +65.0
-1197
+65.0
9.6
+65-1
-94A
G&O
-86,8
+650
-75.2
75-
_
yy_/
13,398 IS 110 -65.0
-130,0
+65,0
-121.2
65O
-102.2
-65.0
-91.7
+65.0
-79.3
y-y-y
19111 74.64I ;65-0
-130.0
+65.0
-130.0
+6'0
-121A
+65.0
-i05.2
465.0
-86.4
Custom
17,641 -19,397 +550
-1000 0
+65,0
-90.4
-65.0
-82.8
-650
-75,6
+65-0'
-67.31
90
Y1 Y1 X
19398 24360 -65 D
-106'9
+65,0
-97A
+65.0
-8T8
+650
-W.2
+65.0
-70A
X-Y,y,
24,361 -31641 +65,0
-130.0
+65,0
-124.2
+65.0
103.8
+66.0
-921
+$6-0
-77,3
120"
Yy,%
A,641 - 32 515 +65.0
-100,0
-82.8
+65,0
75.6
+65.0-
-67,3'
32,516 - 39,641 +6+65.00
-111.6
7��
7�-
1 .
1 -90S
+65,0
-83A
� 65.O
-70.7
140-
Custom
- -39.641 1 +65.0
1 A
+65,0
1 -90+4
+65�O
1 -82�8
+65.0GD-0
1
-f5.6
-67.3*
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R4 kEINVORCEMD
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES &
CONFIGURATIONS)
FATER(3S
<-I
SASH WIDTH
R
H
HT
MEETING RAIL
+bW-Ii) YVK 1;t-Asa I Ti`tS Z & 4 SEE TABLE 19 FOR ANCHORAGE
MIN, SASH SIZE = WINDOW WIDTH - 60.72
PRODUCT REVISED
2
as ..-phlrig with the Florld.
Suildirig Code
t%A/
20-0406.02
` OtisY
C) NO CHANGES THIS SHEET.
AK 03/27120
E.Pi-fl- 0. . 09/24/2025
-
By
No, 5870S
Mlarn".de Product Control
Description:
% C,
1070 TECHNOLOGY DRIVE
DESIGN PRESSURE TABLES
J ROSOWSKI
S�
ROM
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN-
UJ
--0%. 1 -ATE OF
K VENICE, FL 34275
Sue",
Data:
2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SHEETS 3-4). SASH S17F ISAS PER THE FIGURE.
-ORID
1 1
(SEE
FOR SIZES NOT ROUND TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
HORIZONTAL ROLLER _(BSI
05115/15
3 SHOWN, UP
"114-1/2-114" THE
Sh.6t,
4) AND INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN SASH WIDTH RANGE
Drawing N. Rev:
D"
IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE.
P.E.p
AR-5410
IS NTS 8 OF 15
MD-HR5410--Ol C
I
PE15 87015"
REGISTRATION
TABLE 13:
Glass Types Anchor Quantities for XO or OX Windows
1-4 Sash 30" Height 313 it 54' Height 30" Height 36- Height I 4W Height 1 54- Height
Width Head I- E -Fie d t dead
Paint LeA-11 (in) E E Head ad Sill & Sill
E Head
R1 Sill �—m & I & sill A & Sill & Sill Ir I 17,11C
Anchor Group A Anchor Group C
25-1/2' 12.147 1 +C2+1 2 1 +C2+1 3 1+G2+1 3 I+C2+1 3 1 +C2+1 21 1+02+1 13 1+G2+1 13 1 +C2-1 3
28" 13.397 1 -C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 1 +C2+1 2 1 +C2+1 13 I+C2+1 3 I+C2+1 3
36" 17.397 I+C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 1+C2+1 2 1+C2+1 13 1+02+1 13 1+C2+1 3
42' 20.397 I+C2+1 2 I+C2+1 3 1+C2+1 3 I+C2+1 3 1 +C2+1 2 1+C2,1 3 1+C2+1 3 1+C2+1 3
48" 23.397 1+C2+1 2 1 +C2+1 3 I+C2+1 3 I+C2+1 3 1+C2+1 2 1 +C2+1 3 1 +C2+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 2+C2+2 3 2+C2+2 3 +C2+2 3
75- 36,897 2+02+2 2+--2+2 131 2102+2 13 2+C2+2 2 2+C2+2 3 2+C2+2 3 +02+2 3
Anchor Group 8 Anchor Group D
25-1/2" 12147 I+C2+1 2 1 +C2+1 3 I+C2+1 3 1+C2+1- 3 I+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 3.
T �5 2W 13397 1+C2+1 2 1 +C2+1 3 1+C2-1 3 7++C2+1 3 I+C2+1 2 1 +C2+1 3 1+C2+1 3 I+C2+1 3
36" 17,397 1 +C2+1 2 1 +C2+1 3 1+C2+1 3 1+C2+1 3 1 +C2+1 2 1+C2+1 13 I+C2+1 3 1 +C2+1 3
Ca
42" 203971 I+C2+1 2 1 +C2+1 3 I+C2+1 3 1+C2+1 3 1 +C2+1 2 +C2;1 13 I+C2+1 3 1 +C2+1 3
43- 23.397 I+C2+1 2 1 +C2+1 3 1+02+1 3 I+C2+1 3 I+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3
60" 29397 2+C2+2 2 2+C2+2 3 2+C2+2 1 3 2+C2+2 3 2+C2+2 2 2+C2+2 13 2+E2+2 3 2+(32+2 3
75" 2+C2+2 131 2+C2+2 1 31 2+C2+2 1. 1 2+C2+2 3
SEE TABLE 6 FOR DESIGN PRESSURE
TABLE 14
cast Types
Anchor
Quantifies
for XO or OX
Windows
1-4
Sash
Width
30" Height 1
36" Height
48- Height
54- Height
Height
I 36"Height 1
48" Height
54- Height
Head
E Head
f:�
Head
E H
Head
ad
d
E Head
E Head 'JE
Head
Reinf, Level
Sill
1-1 sill
JE
& Sill
8, sill
Sill
M 8, sill
& Sill
& Sill
R2
Anchor Group A
V30"
Anchor Group C
25-112"
12,147
I+C2+1
2 1 -C2,1
3 1,02,1
31 1+C2+1
13
�6 2a"
13.397
1 +C2+1
2 1+C2+1
3 1 +C2+1
3 I+C2+1
2
3
3
36-
7397
Not Allowed
1 +C2+1
1+C2+1
1+C2+1
2+C2+2
2+C2+2 121
2 1+C2+1
3 1 +C2+1
t+1
3 1+C2+1
3
3
cc 42" 20,397
2 I+C2+1 3 1 +C2+1
3 1+C2+1
3
48" 23.397
2 1+C2+1 3 1+C2+1
3 I+G2+1
60" 29.397
2 2+C2+2 3 2+C2+2
3 2+C2+2
3
75- 36.897
2+C2+2 7TTZ2T
3
-
Anchor
Group B
Anchor
Group D
25-1/2-
12.147
1rC2 1
-+&2-4 -1
3 I+C2+1
31 I-C21� -1
3
1+&2;
+C2+1
3 I+C2+1
13
J6 28'
13.397
I+C2+1
2 I+C2-1
3 1,C241
3 1+C2+1
3 14C2+1
2 1+C2+,1
3 I+C2+1
3 I+C2+1
1 3
1 36'
17.397
I+C2+1
12 I+C2+1
3 I+C2+1
3 I+C2+1
3 I+C2+1
2 I+C2+1
3 I+C2+1
3 I+C2+1
13
no 1 42"
20.397
1+C2+1
2 1+C2+1
3 1+C2+1
3 I+C2+1
3 1+C2+1
2 I+C2+1
3 I+C2+1
3 I+C2+1
3
0 48"
23,397
1+C2+1
2 +C2+1
3 I+C2+1
3 1+C2+1
3 I+C2+1
2 1+C2+1
3 I+C2+1
3 I+C2+1
�13
60"
29.397
2 2+C2+2
3, 2+C2+2
3 2+C2+2
3 2+C2+2
2 2+C2+2
3 2+C2+2
3 2+C2+2
3
75"
1
36.897
f_LC2+2
2+C2,_2+
2 2+C2+2 1
------
3 1 2 -
I 2+C2+2
3 2+-C2,2
7202+2
3. 2+C2+2
3 2+C2+2
3
SEE TABLE 7 FOR DESIGN PRESSURE
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUS I ALSO COMPLY Vol H THE MAX. D.C. SPACING SHOWN ON THE ELEVATIONS.
Max. Anchor O.C. Anchor Anchor
Spacing for "Integral_ Group'- Group
Fin" Installation 2.5" 4.
0
FOR OX WINDOWS (XO SIMILAR):
ANCHOR QUANTITY
PER JAMB
[-2+-63-+2 13 1
READ AND SILL ANCHOR QUANTITY:
(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,
l— SEE ELEVATION, SHEET 1
4 SEE ELEVATION, SHEET 1
SEE CLUSTER DETAILS, SHEET 6
SEE ELEVATION SHE
X SHE
SEE , 0
ELEVATION,
MEETING RAIL
REPEAT ANCHOR PATTERN AT SILL
ANCHOR QUANTITY
PER JAMS
% DSILL ANCHOR QUANTITY'
11+C3+2-1 4 i (1) ANCO XfHE -ygAdiT------
+A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING FAIL
+ (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.
SEE ELEVATION, SHEET I
SEE ELEVATION, SHEET I
SEE ELEVATION, SHEET I
ELEVATION,SEE
SEE s1
X X SHEET I
0
ELEVATION,
A IN
EV TIT SHEET I SEE CLUSTER
MEETING RAIL-,
DETAILS,
REPEAT ANCHOR PATTERN AT SILL SHEET
Max. Anchor O.C.
Spacing for "Integral -
Fin" Installation
NOTES_
1) FRAME DIMENSIONS ARE SUCK WIDTH
AND BUCK HEIGHT (SEE SHEETS 1"'I' SASH SIZE IS AS PER THE FIGURES ON
SHEETS 6-8.
2) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE.
PRODUCT REVISED
as ..-plying with
ItFlorida
Building Code 20-0406.02
Expiration Date 09124/2025
By
MI.-I-D.d. P-duct C..ft.1
C) NO CHANGES THIS
SHEET,
o AK - 03/27120
CJ
Of
0
C9 C,4
ui
U--
z
T W
9
:si
W -Z
T-
C) LU
LU
<
U-
0
-j
0
U)
rX
E
Z
0
D
a
<
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Talms
0 0
T
cc
z
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-
ov LYtdN
Na. 58705
20
441
� tyEF�
6(
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A IY1414 MILLE'R"P'.E.
RE-4 58705
TABLE, 16�
Glass Types
as a 2-4
Paint Level
R4
TABLE 15
Glass Types Anchor Quantities for XO or OX Windows
1-4 Sash 30' Height 36" Height 48" Height I -w-Height 1-63' Height 30" Height 36- Haight , 1 48- Height 1 54- Height 63'Height
— Width j Head fl Head Head Head Head Head - Head I Head I
I All
Reinf. Level &Sill & Sill & Sit & sill & Sm sm I
R3
Anchor Group A Anchor Group C
25-1/2" 12-147 1+C2,1 2 1 +C2+1 1 +C2+1 4 1+C2+ + + + + 1, +1 1 -C2+1 4 1+C2+1 4 + +
11397 1+C2+1 2 1 +C2+1 3 1 +C2+1 4 1 +C2+1 4 1+C3+1 4 1+C2+1 2 I+G2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4
36- IT397 1+C2+1 2 I+C2+1 3 1 +C2+1 4 I+C3+1 4 1 +G3+1 4 1+C2+1 2 1+C2+1 3 1 +C2+1 4 I+C2+1 4 1+02+1 4
42" 20397 I+C2+1 2 I+C2+1 3 1 +C2+1 4 1 +C3+1 4 I+C3+1 4 I+C2+1 2 1+C2+1 3 1 +C2+1 4 1+C2+1 4 1+C2+11 4
48" 23.397 I+C2+1 2 1+C2+1 3 1 +C2+1 4 1+C2+1 4 I+C2+1 4 I+C2+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 4
+C
60' 29.397 2+C2+2 2 2+C2+2 3 r2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4
------------- l—, , _ _ _ —
2+C2+2 121 2+02+ 131 2+C3+2 14. 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4
Anchor Group B Anchor Group D
25112' 12,147 1+C2+1 2 1 +C2+1 3 1 +C2+1 4 1+C2+1 4 I+C2+1 4 I+C2+1 21 1+C2+1 31 1 +C2,1 14 11 C2 1 4
j4
4 1 j+C3+1 4
C2 4
1+C2+ 4 Z 25" 11397 1+02+1 2 I+C2+1 3 1+02+1 4 1 +C2+1 4 1+G2+1 4 1+C2+1 21 I+C2+1 3 1 +C2 1 14 C2+1 4
+ 1+ +
—T+C2+1 7 I+C2+1 4 IiC2�1 2 36" 17,397 I+C2+1 2 I+C2+1 3 1 +C2+1 4 1 +C2+1 3 1 +C2+1 ' 4 1 +C2+1 4 I+C2+1 !4
J+C + 14
42' 20.397 I+C2+1 2 1 +C2+1 3 1 +C2+1 4 I+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1 +C2+1 4 I+C2+1
m
?� 48" 23.397 I+C2+1 2 I+C2+1 3 I+C2+1 4 1 +C2+1 4 1+C2+1 4 I+C2+1 2 I+C2+1 3 1+C2+1 14 I+C2+1 4 I+C2+1 i4
0
60, 29.397 2+02+2 2 2+C2+2 3 2+02+2 4 2+C2+2 41 2+C2+2 41 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4
±4 -- A 2+ 2+C2+2 141 2+C2+2 2 2 27--T+—r-
R
::7=5-36 897 2+C2+2 21 2+E� 2+C2+2 T _2 2+C2+2 3To + 4 2+2 4
SEE TABLE 10 FOR DESIGN PRESSURE
Sash 30" Height 1 36" Height 1 48" Height 1 54" Height
Width m
(in) Head Head Head Head
& sill 4 &sill I,' R ,
Anchor Groun A
Anchor Quantities for XO or OX Windows
T3 7
Height 72" Height Y' Height
-Head Head Head 1'9 H—.—.—.T
& Sill & Sill & sill & Sill
Max- Anchor O.C.
Spacing for "Integral -
Fin" Installation
Anchor Anchor
Group E Group F_
2. 5" 4"
NOTES
1) FRAME DIMENSIONS ARE BUCK
WIDTH AND BUCK HEIGHT (SEE
SHEETS 3-4). SASH SIZE IS AS PER THE
FIGURES ON SHEETS 6-8.
2) FOR SIZES NOT SHOWN, ROUND UP
TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE
TABLE.
3) SEE SHEET 9 FOR A GUIDE TO USING
THESE TABLES.
4)"114-1t2-114- AND -113-113-113-
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
NbIt-Anchor O.C.
- Spacing for
48" Height 1 54" Height 63' Height 72" Height Integral -Fin'.
Head Head Head Head E
& E nchor Group F
Anchor Group C 3.1" --
25-1/2"
12.147
1+G2+1 2
I+C2+1
3 I+C2+1
4
1+03+1
4 1 +C3+'.!
5 I+C4+1
5
i5 29'
13-397
I+C2+1 2
1+C2+1
3
1+C3+1
4 1 +C3+1
5 I+C4+1
5
36'
17.397
1 +C2+1 2
1+C2+1
3 1+C3+1
14
1+C4+1
4 1+C4+1
5 1+C4+1
5
42'
20397 11 Not Allowed
I+C2+1 2
F2+C2+2
1 +C2+1
+
3 1 C3+1
4
1+C4+1
4 I+C4+1
5 I+C4+1
5
48"
69,
23.397
29.397
I+C2+1 2
7
1 +C3+1
3 I+C4+1
4
1+C4+1
4 1+C4+1
5 1+C4+1
5
2+C3+2
3, 2+C4+2
2+C4+2
4, 2+C4+2
5 2+C4+ 2
5
2+C3+2
131 2+C4+2
141
2+C4+2
j 41 2+C4+2
151 2+C4+2
2+12+2 121
1 11 Anchor GrouD B Ill Anchor GrouD D I
25-1/2"
11147
I+C +1
2 I+C2+1
3 1+C2+1
14
1+C3+1
4 1 +C3+1
5 1 +C4+1
51 1 +C2+1
2 1+C2+1
131 I+C2+1
4 1+C3+1
4 1+C3+1
5 1+C4+1
1'C�+l
- 5
5
28"
13397
1 +C2+1
2 1 +C2+1
3 1+C3+1
14
1 +C3,1
4 1 +C3+1
5 I+C4+1
5 1+C2+1
2 1+C2+1
3 1+C3+1
4 1+C3+1
4 1 +C3+1
11 5 1+C4+1
15
36'
17.397
1 +C2+1
2 1 +C2+1
3 1+G3+1
4
1 +C4+1
4 I+G4+1
5 I+C4+1
5 1+C2+1
2 1+C2+1
3 I+C3+1
4 1 + C4+1
4 1 +C4+1
5 I+C4+1
5
42"
20,397
1+02+1
2 1 +C2+1
3 1 +C3+174
1 +C4+1
4 1 +C4+1
5 1+C4+1
5 I+C2+1
2 I+C2+1
3 I+C3+1
4 1 + C4+1
4 1+C4+1
5 1+C4+1
5
48"
:23:.397
I+C2+1
2 1+C3+1
3 I+C4+1
14
I+C4+1
4 1 +C4+1
5 I+C4+1
m
5 I+C2+1
2 I+C3+1
3 I+C4+1
4 I+C4+1
4 I+C4+1
5 I+C4+1
5
601,
29.397
2+C2+2
2 2+C3+2
3 2+C4+2
14,
2+C4+2
141 2+C4+2
5 2+C4+2
5 2+C2+2
2 2+C3+2
3 2+C4+2
4 2+C4+2
4 2+C4+2
5 2+G4+2
5
75"
36-897
2j 2+C3+2
13 +
1 2 C4+2
141
2+C
5 2+C4+
2+ 5 C2+2
121
13, +E4+2
72+C4+2
5] 2+C4+2
SEE TABLE II FOR DESIGN PRESSURE
MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS.
PRODUCT REVISED
uIldin d.
GA-N.. 20-0406.02
Expiration Date 09/24/2025
By
Product control
C) NO CHANGES
THIS
SHEET.
AK - 03127120
rr
C)
LU
'D
CC
r
U)
O >- LO
6 CA
0 �t
a1otJ
0
0
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0 _j Co
z LL 0
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LUmw
v
W
2mg
U)
Lu
LL
0
<
i--
-J
75--vs
z
in
L-
0
<
Z
z
0
0
0
N
<
0
T
) , 11 11 rj, , , "
l LyfVw'!
No. 58705
C) A
'0
0 l)
101
AMILLER,PE
P. F tI 5870
TABLE 17:
Glass Type
Anchor
Quantifies
for XCIX Windows
Sash
Sash 24- Height
"Ll.
4
619
H aid,
'i
2 " Height
Height
------
Width
'
I
T.-
Rein( Level
Range (tin) Head & Sill
Head SAI
E� Head Sal
Head & Sill
& SIN
I & Sig
Head & Sill
Head I
Head
Head
E Head
4 & Sill
R3
Anchor Group A
Anchor Group C
35-1!4"
y-Yys
it 391 - 11 391 1 C2;6;E2-+-11-2
I+Fi-i
2 I+C?.+0+02+1
3 i-C2-0-r-2-lli
4 1IC2-i
.2
4 1 + C2-1
1-C2,0-C
T+C2;-D+C2+IF3
1-C210IC2
38"
12.308-12 308 i I+C2I0+C2+112
I+C2,L)i
2 I+C2+0+C2+1
3 I.C2+0+ C2I 1
4 I+C2+i
+
4 1 +C3+0+C3+11
C+'
f,4
4 1+C2I0+C2+1j
2
2 I*C2+i 2
I+C2,0+C2+1
3 I+C2+i
4 tl+C,2iOIC2+lj�
4 I*C3+9-C3+1
4
4
Y-yX
11.391 -13,397 I-C2+0+C2+1
2 1,C2+0,r-2+1
2 1+C2-0IC2-1
3 I-C3-i
4 i,C3-0i
I
4 S C3
4 1-02-A-C 2-1
4 _,_I,
2 I+C2+0+(]2�1
+-+.'C
2 1+C2+0,C?�1
-'41
�11
3 I+C3-0+C311
3
4 I-C3-i
4 1- 3-
_�+G3+1
4
Y.-Y"
13,398-14,6831+C2+0+C2+1
2 IIC2+0 C?T1
--c-
2 T-c;+ro- 2-1
i, T-
1-63��63 1
4 .+, 'I
In
1+ 2- +IiP�l
2 TICP+O�C2+1
112
2 I�C2+i
Z11-2 +
3 I-C3�i
�C3+0-C3+11
4 T�6+0-C3�1
4
47-3/4-
117791 72�29*7�4-C2+0-(32+i
2 I-Ci2i
2 1+C2+i
3 1+1-3+01 G3111
i
4 1 x C3-01(nI 1
3 I'!
4 1 ICS+ i 1114
1IG2I(i
4 1 2
2 1+C211
�2+1
+C� +i
2 I+C2+i
3 1+G3+i
_
4 1,C3+0,C3,114
- ---
l+Ci
- -17.+111+1
4
%-Y%
--- -
12298 -15.558 ft+C2+0-C2+I
_2
I+C2+i
--
2 I+C2�i
--
3 1 � C3 +(14
1IC3+0+C:3-1
4 I�C3,0-C3,114
4 I+C2,0+C2+1
2 1+C2-Li
2 I+C2,0IC2+113
i
----
4 1-11+1+11+11
4
4
Cui
11,391 -12.016 1' C2,2-C2+1
2 14C2-2-C2+1
2 1IC2-2+C211
3 11C2+11r2+I4
I+C2II-C2+1
+C2+ 1
4 I+C 2+1+C2+11
4 1+r21l+C2+1
4 1 '211
2 I�C2-1-G2+1
2 lIG2-1+Ci
I�C2-IIC2+1
4 l+C2+1+C2+1
4 I+C2�1+C2+1
4
52-1/8-
---397 �+C, +O+C2+1
12,017-13
2 1+(,2+0+C2+11
2 11 C-3 -0- C3+1
3 T+ _G3- fEi C3, 11
l;&3
4 11C210+C2+ 1
2 1 +C2��-6+ 1
+C3,
211 1
3 I-C3-ri
4 IIC3-0-C3�1
4 lIC3+0+C3 +1
41
-y -y
y
,3 17 616 11 IC2*O IG2
2 I+C2+0+C2-i
2 I-C3+0IC3,1
3 I-C3+0i
4 3-C3+0*G3+1
4 1 -C3+0 i-C3+1
4 1+C211(i 1
2 I+C2-0+C2+1
21 +( 1
3 11 G3, T,C31 1
4 1+Ci+i
4 T, I C3-1
4
o
Custom
I
11 391 -13. +
2 1-C2-2-C2-1
2 I+C-)-2+C2-
+
+
�C3 2 1
4 + I +
+
+
Y-YI-X
3-
13�� 96 - 15,3i 1+
3 3 is
2 l+C2+2+C2+1
2 11(2+21C2�1
3 I+C3-2+C3+1
--- -------
4 I+C3+1+C3+1
---
4 1IG3-1�C3-1
4 1-C2-1�IC2-1
2 4C-2�1 +1
1+ -1+G2+1
3 I,C3*1+C3,1
4 I+C3,1,C3-11
-C3-I+C3II
4
Y-Y-A
15361 - 19�641 IIC2+G-C2+1
' '
2 I-C2+OIC2-1
2 1+C3-0- C3, -3
1 IC3+6+ Ci+_1 IN
,
I-IrQ+O+C2-1
4 I+C3,0+C3+1
4 1+f2+O+C2,7
2 1
2111C3+0i 3 1 +E-0+C311
4 i-C-3401 C3 1114
1+C3,0+C341
4
75"
Y,y%
17,141 -19 C2* 1
2 L 0
1
1-C2+2+C2+1
- ---
2 I,C2I +C2+1
--- - --
3 !I(-,2+2-C2+11
4 1+C3+2IC3+1
4 1IC3-2-C3+1
4 1IC2+2-C211
2 I-C2I2-i
2 1-C2-2,C2+1 3 1IC2,1-C2+1
4 I+G3+1-C3, 1
4 1 � C3,I+C3+1
4
y,%-A
19111 - 2 4. �6641 lIC2-0-C2-1
LI
-m-
2 T+ --6 63+1
1- -
+ - +C3I!
3 1�C3+i
4 1,G4+0i
4 I-C4+i
4 I+C2,01C2+1
---------
2
- -i-
2 �+C3+i
3 10�C3-1
T�Ci
4 I-C4+01G41I
4 1 IC4+i
4
y,%-Y,
7 -3, 51b
2 641 .2,5113 2+C;2,2+C2-2
2 21C212+C2+2
2 2*C2+2+72,2
312'(-3+2+C3+2)4
I+C3-2+C.3+1
4 1+r-3+2,C311,
4 1,G2,2-C2+1
2 1+(-,2-2-Ci
2 I-C2-2-C2111 3 1 +Cl- I C3I 1
4 IIG3 1,C3+1
4
Custom
32,517 - 39,641 12-C2,0,C2,2
2 2�C3,0,C3-2
2 2+Ei���
2+03+1
412-r-3-0i
4 2+r2-0+C2,2
2 IC3+0+C3-2
2 2-C3+0i
3 24C3+0*C3+2
4 2+CI-1111-3-2
412,C310-r-3+2
4
Y-Y-y,
39643
2+C2+3
2 2+C2+21C2+3
312+C3+2+C3-21412,C3-2+C3-21412+L3,2+C3+
4 2-C2-2+C2+2T722+C2+2+(-2+2,2
2+C2+2I 02+2i
3 2IC3*2-C3I2
4 21C3-2.-G3+2
Anchor Group 8
Anchor Group D
3�, I M"
A - A - A
11,391 - it 391 ijiI-616+C2 I
-�G210
2 1+C2-i
3 14 1
4 1+(;240+C2+1
411+C2+i
I+C2-0+C2 -1
C2 11, C2
2 11C213IC211
" ' I +
2 1+C2,Gr C 11T3
2
+C2+0+C2+
1
38"
Y.-Y.-Y.
- -
12308 - 1230B I 1�62-0+C2-1
2 I�C2�i
--
2 IIC2+0+721�f
- --
1 7�1-1111-1
4 1+G2-0+C2+1
4jI+C3+LIC3-1j4
-
17`2+0+C-2+I
2. I+C2+0+C2+1
2 1+C2+DiC2+1
3 I+C2IO+C2+1
4 I-C2-0-C2-li 4 I-C3+0i 4
V4-y2-y4
11 391 -13.397 1
2 1+,-2+0+C2+1
2 I+C2+0+C2+i 3 I+C340+C3-1
4 1,,C3IL11-3+l
4 I+C,3+0+C3+11 4 -0,C21 1
2 I+C2+0+C2+1
2 ',+C2,0,+C2,I
3
4 I-C3+0+C3+1
4 lic:3-i 4
%-Y,Ys
13.398 - 14-683 11 +C2+i
2 I*C2-fi
2 I-C:2+0+�2-,'
1 ',-C3-0+G3,I
4 I-C3,0+C3=1
��,jj 4
2
121+C244J+C2-112
2 1-C2I0, C;2+1
3 I-C310+C3+1
T
4 I+C-3+0+C3+1:
4 i,G310,,C3r1 4
47-314"
11391 - 12 2911 TC2�0+C2-1
2 TC2-0-C2,1
2 1, C2-0+C2+11 3 1 1 C3�0+(,3+1
4 I+C3+0+r-3+1
4 1 +C3,0+C3+11 4 I+G-2+04C2�1
3 1+C3Ii
4 I+C3,,D+C3+ 11
4 1+C3,i 4
2.298 - 15 558 I-C2+0-C2+1
2 I-C2+0-C2-1
C2--T
2 1-�C216;C2+1, 3
J,
-4 1-C3-0+
I," + 1
-112
2 lIC2+0+(-,2+11
1,C3-0,C3-I 4
15
Custom
11,391 12,016 T+r2+1 -C2+ 1
2 1IC2+IIC2-1
2 1,C7111C2111
3 1+C2-7IC2-1
4 I+C2-1-rC2+1
4 1 +C2, 1, C2+ 114
I-C2+1+C2+1
2 I+C2, 1+C21112
1-C2,1-C2+1
3 1,1
4 1+U2+1 IC2+1
4 I+C2+1+C241 4
52 -1f6'
4-�
I-C2+0,C2+1
2 1 +-E2 6--
_E2-6+C2+1
2 1-+C3+lf3 1+C31011-3+1
4 T+
C2-0+C2,1
2
2
3 1+C3+0IC3+1
411,C3+0+C3+1
411C3+0,C3 1 4
%-%-/
113398 -17,iiii- T+E2+6-12-7f+
iC2+0+C2+1
2 1,C3,0+ C3111 13 1IC3-0IC31I
4 I+C3+0+03*1
4 I+C3+01C3+114 I-C2,0,C2,1
2 1+C2-0,Ci
2 1.63I� 3 1
3 r-3+0, 311
411+3 �+�3-Tll
4 1- C31 1! 4
Custom
11391 -13.397 I+C2+2,C2.1
2 1*C2*2+C2+1
2 IIC212IC2- 3 1IC2-1-C2-1
4 I+C3I1,C3,1
-4 T-,,371-T,-,37+-t-4 IIC211+C2=3
2 l+C2-2+C2+-,'2
1 +C2-2+C2-11
3 1+C2+1-G2-1
4 1+C3+IIC3- 1
4 IIC3+9+c3,74 -
60'
Y.-Y,%
13-398 - 15.360 1 - C2+1 -CT, i
--i �G2+1
2 1�C2+
I+C2-2+C2-, 3 1+(;3+1+C3+1
4 I+C311+C3+1
4 1 +C3+1 IC-3+11
4 I-C2+1+C2+1
C2+L-C2+1[
2 1 -C2+1 I C2+11
3 I+r-3+IIC3+1
4 I+C3+1+r3,1
4 1,1+1 4
1 ) 61 1 I I C2+0 IC2, 1
TI 101C2+1
2 C2
-
2 1+r-3+0,C3+11 3 I+C3+0+C3+1
4 I+C31�,C�3+14'
I -I ci T
1'+E316�E+ ��O 2+1
2 1*C211
2 1 �:6
ITIC 3-1
4 1IC3+0+C3II
117 1 -a-O+C3+11 4
X-Y,%
17.141 -19,110 1+C212+C2*1
2 I+C2+2+C2+1
2 I+C2+2*C2+1 3 I,C2-2*G2-114
1+1-3+1+C3,1
4 I+C3,IIC3� 1! 4
2 1+C2,2+C2+11
2 I-C2+2+C2I I
IC2+I+C2+1
4 I-C3-1+C3,1
4 1-C3+IIC3-114
75,
Y.-Y,%
-
19111 24,6411. I+C,2570-C2+1
2 I-C3101C-3-1
2 1+C'SI0,IC3-j I _C3+0+C3+11
'2
4 I+C4-0+C4+1
411+�C,I I-CZ+O+C2-11
13
4 1
4 71 +6+ If, 4
-
-
Y-y-%
27 1,41 -32 5113 21C2-2-C2-2
2 21C21
2 11
1+C3,2-C3+1,
4
4 1 �C3-11'-3111
4
"IIC2-2,C2�1
4 IIC2,2�C2�1
2 1+ C2�2+r-2-1�i
2 1IC2+2,C2I1
_�3+1 +Ci
4 I-c3i
JIC3114C3�1 4
96,
L
Custom
j5Z517 39 SH 2+C2� C212
aIC2+2
O+C '3�2
2 21C3-0+C3�2
2 2'
2
:2-1212112+
_Ll
2+C3+0,C3I
412+C3+0+C3-4
--6--62+2
4 2+Ci+ I
-1�62+2
C-i+6;-62+2
2 2+ 3 0 -C3-21
2 +
2 2-C3+L-C37��21,3
C3 2
2,C3-i
4 C3+i
4
4 2+C3,i 4
1201
33
X-%-1
1 �17-170
39 2 -C2+21
212, C212+C 1212
12- 11
1
2+r-3I2 -2
4
2121U�L�
2+2, 2
�3 -2-0�
21C3
2IG3+2 IC3+21 41
MIN. SASH SIZE
2
SEE TABLE 8 FOR DESIGN PRE5Z5URE
Max. Anchor O.C. Anchor
NOTES:
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
Spacing for "Integra Group E Group
2� FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4)- SASH SIZE IS AS PER THE FIGURE.
Fin" Installation 2.3"
3 FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAIL -ABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) "If4-112-11i AND -113-1 f3-113" 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 Fit FVATIONS
PRODUCT REVISED
as complying With the Florida
Suilding Cod.
MCA-Mo. 20-0406.02
Expiration Date 09/24/2025
By
Miami -Dade Product Control
C) NO CHANGES
THIS SHEET.
c. AK - 03i
uj
to
6
0
0
-1
0
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NO. 58705
Q 'VAT E OF
jLl
A LYNN MILLER P.E.
RE# 58705
TABLE 18-
SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.
Glass Types
Anchor Quantities for XOX Windows 1
2-4
Sash Sash
24- Haight
3." Height
36' bright 48 Height
54"
24" He,
ZV Height
312`� Height
36- Height 48" Height 54" Height
53- Height
Reint Level
R3
Connguration W-1di
Range im)
Head &Sill
Head & sill
Head & Sill
C Head & Sill
It
Head
Head & Sin
Head & SRI
Head & Sili
Head 8 Sili
m Head & Siil
Head & Sil1
Anchor Group A Anchor Group C
FH
35-1/4'
11.391 -11.391
I+C2+0+C2-11211-C2+0-C2*1
2 I-C2+0+C2+1
3
3 I-C2-D-02+1
4 I-C2G+C2+1
I +r2+._
4 -C2+C+C2+1 4 I+C2+0�C2+1
2 I+C2,0+C2+1
2 I+C2+0+C2+1
3 I+C2,0
39'
Y%-Y, 12.308 - 12-308
T+'
I+C2+0+C2+1
2 I+C2+0�(2+1
2 I+C2+0+C2+1
3 1+C2+0+C2+1
4 I+C2+0+C2+1
+ - + +�
4 1*�+O+C3*1 4 I-C2+0+C2+1
g
2 I+C2+�I+02+1
2 I+C2-0+C2+1
3 I+C2-0-C2-1
+C2+0+C2+i
j_
4 1-r_3-0+C3+114
1 -Y,% 11.391- 13-397
I+C2+0+C2+1
,+C�� +0'+ 2+'
2 1+02,D+C2+1
2 1+C2+0-C2+1
3 1+C,3+0+C3,1
3
4 1�C3+0+C3+1
4 l,r,4+0+C4,1 4 I+C,2+0�C2+1
2 l+C2-,D+C2+1
2 I+C2+0+C2+1
3 W_3-0+C3+11
_I
4 I+C3,0-C3-1
4 I+C,1+0+r,4+114
45-118'
Y31,% 13.398 -14683
,+_+. 2+'
I+C2+0+C2+1
2 1+C2+0+C2+1
2 1+C2+O+C2+1
3 I+C3+0+C3+1
3
4 I+C3+0+C3,1
4 1+(33+0+C3+1 4 1+C2+0+C2+1
I+C2+1)+C2+1
2 1+C2-�C-C2+1
3 I+C3-0+C3,1
4 1,C3,0+C3+1
4 1+C3+0+C3+114
yy% 11. 391 - 1Z297
rI+C22
�2+'
I+C2+0+C2+1
2 I+C2+0+C2+1
2 I+C2+0,C2+1
3 1+03+0+C3,1
4 1+C3+0+C3-1
-1
4 1+C4+0,C4+1 4 I+C2+0+C2+1
2 I-C2+0+C2+1
2 1+C2+0+C2,1
3 I+C3+G+c3+1
4 1+C3+0+C3+1
4 4
47-34'
y,y,% 12.298 - 1 5.558
1-C2-0-C2+1
2 I+C2-0-C2+1
2 I-C2+G+C2+1
3 1,C3+0-C3+1
4 1+C3,0+C3+1
4 IC3+0+C3+1 4 I,C2+0,C2+1
2 I+C2+D+C2+1
2 1+02+0+C2,1
3 I+C3+0+C3,1
4 11C3+0+ 1
_ZiT '4
. -O+M [4
i Ca +1
5 AW
2
Custom 11391 - 12016
-13.397
T+, _2+n+.2-1
T+C2+0+C2�1
I+C2+0-C2+1
2 1+C2+0�C2+12
2 I+C2+0-C2+112
1+(,3+G+c3+1
1+C3+G+C3+1,
3 1 +CM3+0+C3+1
3 1+C3+tr-C3,11
4 I+C4+0+C4+1
411,C4+0-G4-1
4 1+C4,0+C4+74 11C2+0-
4 11+C4=(>C4+114 I+C2+0+C2+1
2 I+C2+0+C2+1
211-1-2+0+CZ+l
2 1,C3+0+C3-1
211+C3+0-+C3,113
3 I+C3-0+03+1
I+C3+O+C3+1
4 I+C4+O+C4+1
411+C4+0+r-4+1
4 1+C4-0+C4+1 4
4 I+r,4+0+C4+1 4
13.398 -17.016
I+C2+0-C2+1
2 I+C2+0+C2+112
1+G3+G+C3+1
3 1,C3+0+C3+1
4 1+C4+0+r-4+1
4 1+C4+ +C2+0+C2+1
211,C2+0+C2+1
2
2 1 I+C3+0+C3-+-1
3 I+C3-0+C3,
+ -
0+04+1 4
Custom IT391 -13397
I+C2+2+C2+1
2 I+C2+2,C2+7i2
i+r-2+2+C2+1
3 I+C3+2+C3+1
4 1 +G3-2-0+1
4 1 +C3,2+ C3 1 4 I,C2+2+C2*1
2
2 1+02+2+C2+1
211+C2,2+1_2+1
3 I+C3-2+C3,1
4 I+C3+2+C3+11
4 I+C3+1+C3+1 41
m ea"
Y4-1/_Y, 13. 398 - 15.360
I+C2+2,C2+1
2 I+C2,2+C2+11
2 I+C2+2+C2+1
3 7+C3+2+C3+1
4 1-C3+2+C3.1
4 I+C312+C3+1 4 1+C2+1+C2+1
Z
2 1+C2+1,C2+1
2 1+C2+1+C2+1
3 I++1, +1
CZ C3
4 1+C3+1+C3-1
4 I+C3,+J+C3+1 41
1/�-:A�Yo 15561 - 19.641
I+C2+0+C2+1
2 1+C2+0+C2+112
1,C3+0+03+1
3 I+C4+0+C4,1
4 1+04+0+C4+1
4 I+C4+0+C4+1 4 1+C2+0+C2+1
2 I+C2-0+02+1
2 1+C3+1),C3+1
3 1+C,1+0+04-1
4
1+G4+0,C4+1 4
Custom 11.391 -113S7
7+C2+3+C2+1
2 I+C2-3+C2+li2
I+C2+4+C2-1
3 I+C3+4+C3+1
4 I+C3+4+C3+1
4 I+C3+3+C3+11 4 1,C2-2+02+1
2 I-C2+2+c2+i
2 1�C2+3+_r_27173
4 1+C3+
��+V
4 1 +Ct2+C�+14
1
75""
19 110
i + +1
�C2
21 T, CT�T�
2 1,C2+3-C2,1
3 1,C3,3+C3,1
4 l+C3+3-C3,1
4 I+C3+2+C3+11 4 I+C2+2+C2+1
2 l+C2+2+C2+1
2 I+C2+2*C2�1
C3
3 I�C3*2+ +1
C
4 1+,3+2+C3+114
_
I +C3+2+C3+7, 4
%-Y,% I 9. 111 - 24.641
T�C2+U�C2+1
LHffLi
I I-C3-0+C3,1
211IC3,0+C3+1
3 1+C4+0+C4-7
4 1,C,I+O+C4+1
4 1 +r4+0- C4-1 i 4 L�C2+G+C2-1
La+
1+c3+o+c3.1 I
L+2+c)+c3+1
1-c4+o+C4-1
4 l+C4+0+ +
+ +
Custom IT641 - 19 397
I+C2+4+C2+1
2 I+C7+4+C2+1
2 I+C2.4+C2+1
3 I+C3+4+C3+1
411+C3+4+C3+1
-,
4 I+C31-3, C3+ 1! 4 1+C2,3,C2,1
2 I+C2+31C2+1
2 I+C2+3+C2,11
.1
3 1+C3+3+C3+1
4 I+C3.3+C3.1
4 I-C3-2+C3+11 4
96"
%-Y,% 19.398 - 24360
1+C2+3+C2+1
2 I+C2+4+C2,1
2 I+C2+4+C2+1
3 I+C3+4+C3+1
4
3+
4 1,C3+3,+C3+1'4 l-,C2+2+C2+1
2 1+C2+3+,C2+1
2 I+C2+3+C2-1
3 I-C3+31C3+
4 I+C3+3+C3+1
4 I-C3+2+C,3+1 4
T4736T- 31,641
2+C2+3,C2+2
2 2+C2-3+C2+2
2 2,C2+3+C2.2
3 2+c3+3+Q+2
+C2,2+C2,11
I+C2+2+C2+1
2 I+C2+2+C2+1
3 1,C3+2+C3-1
4 1+03+2+C3
I+C3+2+C3+1, 4
_7 _T _29-641-32 515
- Y
2,C2�4+C2-2
2 2-C2-4�C2�2
2 2�02-4-C2-2
3 2+C3+4+C3+2
4 2+-4+- 2
E44
4 2+C3+3+C3+2' 4 TC2+3+C2+21
2 2+C2+3-C2+2
2 2+C2+3+C2+2
3 2-C3+3+C3+2
4 2+C3+3+C3+�!
4 2-C3+2+C3-21 4
121Y'
32,516 - 39 641
2+C2,3+C2+2
2 3+C2+4+C2+3
2 3+C2+4+C2+3
3 2+C3+4+C3+2
1 2+.3+ H 2
4 2+G3+2,C3+21 4 2 �2-2�C2+2
2 2+C2+3-C2-2
2 2+C2+3+C2+2
2+C3�3+C3+2
4 2+C3+2+C3+9
2+C3+2+C3+21 4
J42�+G3+2+C3+2�4
149'
Custom - -39.641
21C2+4+C2+2
2 3+r2+4+C2+3
2 2-C2-4-C2+3
3 2-C3,4,C3,2
2
4 2 -C3-3+C3+2� 4 2+C2+3+C2-�
2 2+C2+3+C2+2
2 2+C2-3+C2+2
3 2+C3+3+C3+2
4 2, C3,3+C3+' 2
Anchor Group B Anchor Group D
35-1/4'
%-Y,%
11.391 - 11391
I+C2+0+C2+11
2 1+C2+0+C2.1
2 I+C2+0+C2+1
3 I-C2+0+C2+1
4 I-C2+0+C2-1
4 S+C2+0+C2+SI-C2+0+r,2+
1+CZ+0+C2+1.4 ++++
+++++
38'
%-Y,%
12.308 - 12308
I-C2-0+C2+1
2 I+C2+OIC2+1
2 I-C2+0+C2+1
3 I+C2-0+C2+1
4 1+C2+0+C2-1
4 1+C3-0+C3-11 4 I+C2-01C2-1i
2 1+C2-0-C2+1
2 I-C2-0+C2+1
3 1+C2+0+C2+i
4 I+C2-()+C2+11
4 I+C3+0+C3+1 4
-7-y-%
11.391 -13.397
1+02-0-C2+li
2 I-C2+0+C2+1
2 I,C2,0+C2+11
3
4 IIC3+0-C3-1
4 1+04-0-0,1-1 4 _1+7E�+O+C2+1
2 1,C2+0+C2+1
2 I+C2+0�C2+1
3 I+C3+1)+C3�1
+
4 1+C3-0+r-3 1
4 1+C4+0+C4+1 4
45-118"
%_Y-1
13.398 - 14683
I+C2+0+432+1i
2 I+C2+0+C2+1
2 i,C2+0+C2+1
-3 +C3+0+03-1
4 T+C3+o-c3+i
7 T+_c3+_G+C3+11 4 1+C2+0+C2+11
-1
2 1,C2+0+C2+1
2 I-C2+0+C2+1
3 I+C3+0-C3+1
4 I-C$-0+C3,7
4 I-C3+0+C3+114
%-f-%
1_1.391 -12297
I+C2+0+C2+li2
I-+C2+0+C2+1
-2 -I+C2+O+C2+1
-3 -I+C3+C+C3+1
-4 -1+C3+C-C3-1
-4 C4+1�4 7-2-+T+-C-1+11-2
1+C2+04-r-2,1
2 I-CP+D+C2+1
3 I+C3+(I-C3+1
4 1,C3-0+C3+1
4
47-3/4'
Y,11,%
12.298 - 15.558
I+C2+0+C2+1
2 I+C2+0+C2+1
2 I+C2+0+C2+1
3 I+C3+o+c3+1
4 1+C3+0+C3+1
1
4
4 I+C3+0+C3+11 4 1+C2+0+C2+11
2 1+C2+O+C2+1
2 l+C2-0-C2+1
3 I+C3+0+C3+1
4 I+C3-0+C3-1
4 1+C3+0+C3+11 4
Custom
111.391 - 12.016
1 +r,2�0, C2+1
2 I+C2+0+C2+1
2 I+C3+0+C3+1
3 I+C3-0+C3+1
4 1+04+0+C4+1
4 I+CI+t�l 4 I+C2+0+C2+112
I+C2+0+C2+1
211+C3+0+C3+7
3 I+C3,0+C3+1
4 1+C4+0+C4+1
4 T+C4+0+C,1+1 4
52-1/81,
%�Y,-%
12.017 - 13397
I+C2+0+C2,1
2 1+C2+0-C2,1
2 I+C3+0+C3+1
3 11 +C3+0+C3+11
4 11 IC4+!D+C4+1[4
I+C4+ C4+11 4 l+C2+0,C2+112
I+C2+0+�-1
2
3 I+C3+U+C3+1
4P+C4+G+C4+1
4 1+C4-0_C4+7 4
11398 - 17J01 6
1+(32-1)+C2+1
�1+(32+
2 I+C2-0-C2,1
2 I+C3+0+23+1
1+C3+0+C3+1
4l1-C4+0+C4+1
4 I+C4+O+C4+11 4 LH�
I +C2-i3O+C2+_l
2 I+C3-0+C3+1
311+C3+0+C3+1
4 I+C4+D+C4+1
4 I+C4-0-04-1 4
Custom
1 1.391 - 13,3g7
I+C2+2+C2+1
I +C2-1
2 I+C2+2
2 I+C2+2+C2+1
-1
.3 l+C3+2+C3+1
417+C3+2+C3+1
4 1+C3+2+C3+11 4 1+C2+1+C2,11 i
2 1+C2+2+C2+1
2 I+C2+2-C2-1
311+C3+2+C3+1
4 1+C3+2+C3+1
4 I+C3+1+C3+1 4
SG-
y4-yz-y4
13,398 - 15360
I+C2+1
2 I+C2+2+C2+1
2 1+r.2+2+C2+i
3 1+C3+2+C3+1
4 I+C3+1+C3+1
4 1+C3+1+C3+1i 4 I+C2+1+C2+1
2 I+C2+1+C2+1
2 I+C2+1+C2+1
31+C3+1+(.-3+1
4 I+C3,1+C3,+l
4 I-C3+1+C3.1 4
o
Y_%_%
15.361 _1i__64T
I+C2i()+C2+1
2 I+C2,0+C2+1
2
3 I+C4+01C4+1
-4 _1+C4-0+C4+1
_1+&�+Q+C4-1 4 I+C2+0+C2+1
2 1+C2+{)+C2+1
2 I+C3+0+C3+1
3 I+r,4+0+C4+1
4 1+04,0+04+1
4 I+C4+0+QA4,I
Custom
11.391 - 11397
I-C2-2+C2+1
2 I+C2+3+C2+1
2 1,C2-3+02-1
3 I+C3+3+C3+1
4 I+C3+3+C3+1
4 1+r-3-2+C3+1 4 I+C2+2+1-2+1
2 I+C2+2+C2+1
2 1+C2+2,c2+1
3 1+C3+3+M+1
4 1,C3+2+C3-1
4 1+C3+ 2+G3+1 4
76'
y_y_%
13.398- % 110
1 +C?.+2+C2+1
2 I+C2+2+C2+1
2 I+C2+3+GZ+1
3 I+C3+3+C3+1
4 I+C3+2+C3+1
4 1+G3+2+C3+1 4 1+C2-2+C2+1
2 I-C2-2+C2+1
2 I+C2+2-C2+1
3 I+C3+2+C3+1
4 I+C3+2+C3+1
4 1+c3+2+C3+1 4
Y,-Y,-Yo
19.111 - 24.641
11+C2+0+C2+112
11+C3+0+(,3+1
211+C3+0+G3+1
3 1+r_4+0+C4+1
4 I+C4+0+C4+1
411+r,4+0+C4+1 4 1-C2-0-C2-1
2 1+C3+0--C3+1
211-C3+0+C3+1
3 1+C4+0+C4+11
4 1+C4+0+C4.1
4 1+04,0,-C4,1 4
Custom
17.641 - 19397
I+C2+3+C2+1
211+C2+3,C2+1
2 I+C2,3+C2+1
311+M+3+C3,1
4 1+C3+3+C3+1
411+C3+3+C3+1 4 I+C2+2+C2+1
2 1+02+3+C2+1
2 1 I+C2-3+C2+ 1
3 1 -C3+a+C3+11
4 I+r-3+3+C3+1
4 I+C3+2+C3+1 4
9611
Y_Y,-y
19.398 - 24.350
I+C2+3+C2+1
2 +C2+3+C2+1
2 1+C2+3+r-2+1
3 I+C3+3+C3+1
4 I+C3,3+C3+1
4 I+C3+2+C3+1 4ll-C2+2+C2+1
2 I+C2-3+C2-1
2j1+C2+3+C2_+I
C'
3 I+C3 3+C33+1
4 1+C3+2+C3+1
4 1,(33+2-C3+1 4
%-Y,-Y,
24.361 - 31.641
I+C2+2+C2+1
C2+2+C2+2
2 2+C2+3+C2-2
3 I+C3+2+C3+1
4 I+C3+2+C3-1
4
4 1+C3+2+C3+1 4 jl-C2+2*C2+1
2 1+C2+2+C2+1
2 1+C2+2+C22+1
3 1+ + -(33+1
4 IIC3+2-C3-1
4 I+C3+1+C3+1 4
120'
Y4-y,-y4
29641 - 32,515
7+-C2+3+C2+2
T22
2- +_
3 2
2 +_ C
2+G2+3�C2+2
3 2+C3+3+C3+2
f32.C3+3+C3+2
4 2+C3+3+C3+2
4 2+C3+2+C3+2 4
2 2+C2+3+C2+2
_,+C-72+2
2 2+C2+3
3 2,
-
S+2
4 2+C3+2+CZ+2 4
Y,Y,-Y,
32,516 - 39,641
2+C2+3+C2+2
,]C�2
2 +2
2 2+C2+3+02+2
3 2+C3+3+r-3+2
4 2+C3+2+C3+2
12,C2,2-C2+21
2+C2+2,C2-2
2 2W2+3,C7-2
-
3
3;2
4 2+C3+2+--3+2 4
140"
Custom
39.641
2+C2+3+C2+2
+.+ +.
2 3 2
2 2+C2+3+C2.2
4 2+C3+3+C3+2
4 2-C3+2- C3+21 4 12,
3+2
4 2,03*2+C3+2 4
NOTES: SEE TABLE 9 FOR 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.
Max. Anchor O.G. Spacing ficr Graup E Group F " MIN, SABI I SIZE 2 31 FOR SIZES NOT SHOWN, ROUND VP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
"Integral -Fin" Installation 4) "IM-1/2-114"AND -1/3-113-113- 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
.. co-plyi.9 with the Fi
B.HdI.9 Code
moA_No.�0-0406.02
E.pliratl.n Data 09124/2025
By
C) NO CHANGES THIS SHEET.
AK - 03f27/23
LIJ
0
0 _J
z LL to
❑
:r w -,
(a
15
0 0
W M
oN
ONO
W
UJ
LL
0
z
0
z
<
z
0
0
ca
TdV
z
0
"ONAL 0
"10111101"
A. LYNN MILLER P.E.
PJE_# 58705
TABLE 20:
Bill of Materia I
#
Part #
Description
Materia
1
620121
Frame Head, Sill and Jambs - J-Channel
PVC
2
620122
Frame Head, Sill and Jambs - Flange
PVC
3
620123
Frame Head, $91 and Jamb. - Fin
PVC
4
620124
Frame Head, 591 and Jambs - Equal Leg
PVC
13
14
620172
20131
Anti -Lit Insert I Trim Cater
Fixed Meeting Rag
PVC
PVC
Track Insert
6053 T6 Al
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
19
6201.56
Pull Rail interlock
6063 T6 AT
21-1
620144
Pull Rail Interlock Omar
PVC
21
620150
light Sash Raimbrcement
6063 TS Al
22
23
6201 &T 2 �T-
620152
tan It Standard Sash Reinforcement
HD Sash Reinforcement
6063 T6 A[
$063 T6 At
24
620153
Standard Meeting Rail Reinforcement
6006 T5 A[
251
620154
HD Meeting Rail Reinforcement
6005 TS At
26
620155
N.D. Horiz. Roller Meeting Rail Reinforcement
6005 TS At
28
61644
Weatherstrip, 187" x 270" Fin Pile
-29
61719
Weatherstrip, .187" x .220" Poly Pile
30
#8 x 1" Ph, PH SDS (Interlock Mounting Screw)
4110 SS
31
7SX312PPA
#8 x 3-1/2'Ph. PH SMS (Fixed Meeting Rail Screw)
410 SS
32
33
71669SP
720210
Meeting Rail Screw Support Plate
Weep Hole
6053 T5 At
PVC
341
720187
Installation Screw Hole Plug
PVC
37
720197
Auto Lock
C Steel
38
720199
Sweep Lock
Cast Znc
39
720196
Auto Lock Cover Assembly
Cast Zinc
46
#6 x 1-1/9'Ph, FH SDS (Auto and Sweep Lock Screw)
41
7202.00
Au to and SweWLek Keeper
Cast zinc
42
76>04PPA
#6 . 314PH. PH SDS (Keeper Screw)
SS
43
7612FPTX
#6 x 1/2" FPH TEK
SS
44
Leadstfle Top Corner Key
Nylon
tie Bottom Corner Key
Nylon
46
Lockstile Top Comer Key
N;I.
47
Lockstile Bottom Comer Key
Nylon
48
720204
VvIneel
Nylon
73
620136
1. G, Bead
PVC
74
Backbedding, GE 7700 or Dow 791 or Dow 983
Silicone
75-
716845
Setting Block (718" x Z'x 118'). 86 H- 5 duro.
EPOM
80
61011
Roll -formed Screen
Alum
81
61012
Extruded Screen Frame
Alum
82
-
83
4764M
Extruded Screen Spreader Bar
---cm 0—
Screen at Key Pull Ring
Alum
_PVC
84
47041 W!CWGLB- Screen Corner Key No Pull Ring-
PVC7-
85
7CASPil
Tension Spring
SS
861
6181 K48
Sc,.. Cloth
Fiberglass
87
1 61635/61614
, 140" Screen Spline (Machine/Hand Rolled}
Vinyl j
NOTES
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
2.445"
625" J-CHANNEL
T FRAME HEAD. SILL
&JAMBS
062"
2A 45-
FLANGE FRAME
12 HEAD, SILL &
JAMBS
11172"
1,50T. 1-437'
1 2" .121
L I � I _
065, 1 .060-
1231"'
AND -LIFT INSERT 104 FIXED TRACK
& TRIM COVER' MEETING RAIL �P INSERT
3.500'
0621,
2.445"
1 11 —, FIN FRAME
C3-�) HEAD SILL
11 JAMBS
2100",
1,375-
070-
Gow
LIFT RAIL
SASH RAIL INTERLOCK
.300" iou, 1-4
—1 71F71511
7W 7-54
J025" 035" .06(r
STANDARD
ROLIFID EXTRUDED LIGHT SASH G", SASH
cl;) IG BEAD SCREEN FRAME SCREEN FRAME REINFORCEMENT SA
REINFORCEMENT
07
1041"
164"
T— 1331"
1340' 1 349'
HD SASH STANDARD
REINFORCEMENT MEETING RAIL
2� NO MEETING n 111) IIR MEETING
RAIL RAIL
REINFORCEMENT
REINFORCEMENT
REINFORCEMENT
lit I !"'
LY/vA
C) NO CHANGES THIS SHEET.
AK - 03/27/20
N0.58705
" �0
')3 V-i
WINDOW EXTRUSIONS & BOM
1070 TECHNOLOGY DRIVE
T-
0.. STATE OF N, VENICE, FL 34275
SS,- R ' AU!' HORIZONTAL ROLLER - NI
II_
" W , saves Scow
A LYNN MILLER P.E. P E4 58705 REGISTRATION#29296 HR-5410 NTS
- EQUAL LEG FRAME
44) HEAD, BILL&
�- JAMBS
1— 2176"
471"
LIFT RAIL
INTERLOCK COVER
PRODUCT REVISED
as complying with the Florida
Building Code
NCA-No. 20-0406.02
Expiration Date 09124/2025
By
Miarni-D.d. Product Control
J ROSOWSKI
105/15/15
w-- D—hv No. --TR--,
14 OF 15 MD-HR54I4-01 I C
NOTES:
1) GLASS AND SOME PARTSiOPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2� J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY
3 FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8-
ATTACHED TO
SASH RAIL
ATTACHED TO
FRAMEJAMB
ATTACHED TO
FRAME JAMS
OPT SWEEP LOCK
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
_J
H
Egress Lock Bill of Material
#
Part# Description
Material
100
7MC7024 Multi -Point Lock Operator
Gast Zinc
73340 Operator mounting Plate
Steel
102
72015 Multipoint Lock Keeper
Aluminum
1
720214 Multipoint Lock Guide
r71024X12HFX
Nylon
104
220217-221 Tie Bar (Length Varies)
Stainless Steel
105
1 'X, W, #10 x 1/2' HH MS
Stainless steei
106
" " X #8 x T' Ph. FH SPAS
78XIFPAX I
Stainless Steel]
7.""'X 1#8 x 314" Ph. Fit S-DS
I Stainless
EGRESS LOCK
DETAILS
LNOTTO SCALE
ATTACHED TO
FRAME JAMB
C,\�'i LYN/V,aevrsM
..... * �/'
THIS SHEET.
..
C) NO CHANGES
AK - 03127120
No. 58705
zr,)
ATC�")
T
A OF
EXPLODED WINDOW VIEW
HORIZONTAL ROLLER - N1
"At-
IvC
sus/ wee: suxo:
I
A 11NI4 u-L.
P.E.#58705
HR-5410 NTS
PRODUCT REVISED
a. --plyi.g Ydjth the Florida
Building Code
NOA-No. 20-0406.02
E.pwrrd— Date 09/24/2025
By
MI-1-Dade P-d..t C.nt—1
J�nf-
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34-275
(941)-480-1640
REGISTRA-10H #29296
J ROSOWSKI
---T---
105/15115
15 OF 15 1 MD-HR5410-01 I C