HomeMy WebLinkAboutSUBMITTED PAPERS�FFTCE USE O1�iLY: zn�
DATE FILED: RECEII'T NO.: PERMIT NUMBER:
PLAN REVIEW FEE: �— RECEIPT NO.: _ ___ CERT. CAP. NO.:
CONCURRENCY FEE.
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES
ES DEPARTMENT
BUILDING & CODE RE
2300Virginia Avenue
Ft. pierce FL 34982-5652 8Y O
772-462-1553
APPLICATION for BUILDING PE MIT
COMPLIANCE
CERTIFICATE of CAPACITY/ZONING CO
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS:` �� i-4 V'
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX ID
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
8. LOT NO.
5, PLAT BOOK o
6. PAGE NO. 7. BLOCK NO.
g, PARCEL SIZE (ACRES/SQ FT.):
LOT DIMENSIONS:
Drama n 1 1_;SC(�(/Vlp
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �. N
LEFT SIDE:
11. SETBACKS (ACTUAL) FRONT:
BACK: RIGHT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[ ] NEW CONSTRUCTION [ ] INDUSTRIAL
[ 1 RESIDENTIAL [ ] COnIlVIE(R [ ]
[ ] OTBER (SPECIFY)
13. DESCRIPTION OF PROPOSED USE:�(
14. SQ. FT OF CONSTRUCTION: /J 15. SF. FT 1st FLOOR — ''"
16. VALUE OF CONSTRUCTION: $ and/or modify the
The value of construction is used to determine the amount of permit es to be assessed- St. Lucie County
s of con reserves
u to the ghttitstion
o rase if the value is $2 OO orrmor�etead
fe
value of construction if it is demonstrated that the submitted figures are not consistent with similar types
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED W25109
OWNER INFORMATION
NAME: 2I% F�Li
Ii0//y�►W�A01v' lam//a�i-27ff �
CITY: ,� - ^ STATE: ZIP:
PHONE (DAYTIME): L%l� (� " ��(� Email:
1
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER
ADDRESS:
CITY:
PHONE (DAYTIME): L___)
CONTRACTOR INFORMATION
STATE:
F I'
ST. of FL REG.CERT k Ge�-61 5 I b ST. LUCIE COUNTY CERT
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: A,7 aS
CITY: P GI l STATE: --
PHONE (DAYTIME): (7:1 °07��o�S3 FAXNO.
♦ Tl�inTT.I.T/11ATL`BD./\.2�7 r 7 i _A J A P 1-A 42 O
ADDRESS:
ZIP:
Email:- Ca -tits c
CITY: 'b( 4;i• L OLl STATE: ZIP:
PHONE (DAYTIME): an -
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER -
ADDRESS:
CITY:
STATE:
STATE:
ZIP:
i
C-3
fv\.a-1 I . C
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by maiL
CIERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OWNER OR CONTRACTOR NATURE
STATE OF FLORIDIer 1 {� I ,
VICI
COUNTY OF ��I F_
The foregoing instrument was acknowledged before
me this M day of l 20_ 3 ,
by "7—We 1.I,i P31r
who is erso all kno L" or has produced
identification.
Si ure of Notary
Commission No. MmIss
KELLEY
'�' MY ION 6 EE22MM
poi �3ee o,sa EXPIRES October 04, 2016
CoffrRACTOR SIGNATURE
STATE OF FLORIDA _
COUNTYOF
The foregoing instrument was acknowledged before
me this OFdayofP 20_1�3
by
who i(personallly=
or has produced
as identification.
Signature of N ,
Commission
SHERININLLEY
_MMISS'ON#EE22iM
EXPIR October
�133
pq. 2016
NOTE: TWO (2) SIGNATURES ARE REQUIRED. + dH SIGNATURE MUST BE NOTARIZED. IF A prroiGiFOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVTr WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY BP #:
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
�j( 90
1
LAND USE
vv
\./
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
1ST FIR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
Before 1/1990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
CODE
6
HABITABLE
AREA
(RADON)
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
FEE
PUBLIC BLD
IMPACT FEE
CORRECTION
PUBIC BLD
IMPACT
FE
NERAL
PARKS
IMPACT
FEE
SCHOOL
IMPACT
FEE
ROAD
IMPACT
FE
CREDIT
Y
N
LAW ENF
IMPACT
FEE
FIRE/EMS
IMPACT
FEE
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
SPECIFY
SUBS
REQUIRED
MECHANIC ROOF
ELECTRIC GAS
PLUMBING
NON -CONFORMING
LOT OF RECORD
FEES
MISCELLANEOUS
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
COUNTER
ZONING
REVIEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DATE
RECEIVED
`
DATE
COMPLETED
r�
INITIALS
PLANNING & DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS DIVISION
• 2300 Virginia Ave
_, ........ ' _ _., .._ __-' .....__ ...,... -_ Fort Pierce, FL 34982
BUILDING PERMIT
SUB-CONTIRAC`TOR SUMMARY
!will be using the following sub -contractors for the
- - -."-._ Com an /Individual Name -
project located at �i�i �rkI &i 'b % L/ G . i -
------ - - — - - — - -------(Street-address-or-Property-Tam:-ID#�
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Contractor
St. Lucie County/
-State-of-Florida
License Number
Electrical
Plumbing
HVAC/
Mechanical
Roofing
Gas
)FOICE. USE ONLY:
✓ 0L , ISSUE DATE:
PERMIT
I � v"1
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERNM
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 1 %, 7
State of Florida Certification Number gfappiicable): jeC CM 3 D7a
60 Q— Wei'agree o h Io be the
ve
(Company Name/Individual Name)
t-urezl- rk sub -contractor for 9 t) & K[ 61(A;(O M
(Type of Trade) (Primary Contractor)
for the project located at 5 S-2i VJG 1? 64 RA
(Project Street Address or Property Tax ID #)
44 171& - 431 S- 004,q - 006 3
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIG AL SIGNATURES ARE REQUIRED
SI ATURE PRINT NAME DATE
Business Name: I�CC'Uk tf6 EL E� r� 1C/i' iVT!c fkG'%/NG; IAIC
Address: / ��U(9 buffoy I
City/State/Zip: Luc 16
Phone:
OFFICE USE ONLY:
L 3'f9.��
email: bC V,&M1C110 TTiu5T
PERMIT # ISSUE DATE
NOTICE OF COMMENCEMENT
Permit No.
State of Florida County of St. Lucie
The undersigned hereby gives notice that. improvement will be made to certain real. property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement.
Le al.Description of Property: (and,s eet address if slab e :
OM LL,�16- 06rf &Z(09 -1 - 1 Z50
General description of improvement: Ai ,�HDD64L
Owner info do r ss e ' forma ion 'f the. Lessee contracted for the improvement:
Name /
Address
Interest in property:
~a'
Name and address of fee simple titleholder (if different from Owner listed above):
Q
V
-
AMA
H
Contractor's Name:
M
Contractor Address: L Phone Number:
LY c
;,
Surety (if applicable, a copy of the payment bond is attached): Amount of bond` $
W .- 1U
Name and address: Phone number:
N
A o
Y r fV
Lender Name: Phone Number:
oo)
�. - rn
Lender's address:
H C. N
VzQw
I
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sec
tip�¢o
y w
713.13(1)(a)7., Florida Statutes:
U
Name: Phone Number:
Uj
x cc Y o
Address:
LLu z 2* 0
In addition to himself or herself, Owner designates of to receive a copy
0< oM
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE -BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE of COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and
my k dge a d beli
or Lessee,dbwner's or Lessee's Authorized
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this day of , 20_,
facts stated therein are -true to the best of
By I d' I" U AI as for
e of Per n Type of authority (e.g.officer trustee) Party on behalf of whom instrument was executied
Personally known_" ofwr produced identification
(Sglrture of Notary Public -State of lorida)
(Print, Type, or Stamp Commissioned Parne of Notary Public) Type of Identification produced
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Peter A Maglione Record: 1 of 1
«Prev Next » Spec.Assmnt
Taxes Exemptions Permits Home Print
Property Identification
Site Address: 1522 NW SAWGRASS WAY
ParcellD: 4426-815-0069-000-3
Sec/Town/Range: 26 :37S :40E
Account #: 129429
Map ID: 44/26S
Zoning: PUD
Use Type: SF Res
City/Cnty: Saint Lucie County '
Ownership and Mailing
Legal Description
Owner: ,-_ Peter A Maglione_Gretchen-Maglione _i) HARBOUR RIDGE -PLAT 13- BUTTONBUSH VILLAGE UNIT 62 (OR
Address: 1522 NW Sawgrass Way
1921-1256)
Palm City FL 34990-8069
Sales Information
Assessment 2013
Total Land and Building
Date Price Code Deed
Book/Page 2013 TRIM: 264800
Land Value: 69600 Acres: 0.6
3/15/2004 510000 00 WD
1921 / 1256 Assessed: 264800
Building Value: 195200
2/21/1990 391600 00 WD
0679 / 2000 Ag.Credit: 0
Finished Area: 2497 SgFt
Exempt: 50000
Taxable: 214800
Taxes: 4531.62
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
TC - Clay Tile
RoofStruct:
HP - Hip
ExtType: HA- - HA-
YearBlt:
1991
Frame:
-
Grade: A- - A-
EffYrBlt:
1991
PrimeWall:
BS - CB Stucco
StoryHght: 0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
1/213ath: 1
HeatFuei:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Use Type
Type
Measure
SWAV - RES POOL AVG Y 1
288 AV AV
1991
1 0100-SF Res
BCS -Site
1
PA01 - POOL DK-AVG Y 1
680 AV AV
1991
ENC2 - POOL ENC-AVG Y 1
986 AV AV
1991
SPA - SPA -HOT TUB Y 1
18 AV AV
1991
PHTR - POOL HEATER Y 1
1 AV AV
1991
DWBP - Drive-BrkPav Y 1
720 AV AV
1991
Depth
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/paslc/prc.asp?prelid=442681500690003 8/28/2013
ccmc-x
Plant:
Begin Loading:' '
To Job:
Arrive Job:
Start Unload:
FInIsFi:Unload ,
Leave Job@ , h
RetunPlant`
Customer Code: Customer Name:
EAST COAST i:;±. MTRA1_�TOR, SERVICES,
Project Code: Project Name:
i
Ticket Date: Delivery Address:
t,fY.�r.�i.°�.-.a 1r52: '-_ N. 1,L:�AWGR�IS'v I.iI-Y
16e11verylnstructions;�_�
1 =
Customer Job Number: Order Code / Date: {
Project P.O. Number. Order P.O. Number.
Map Page: Map/Row/Column:
l 13 fi r318
Dispatcher:
Ticket Number:
i
Due On Job:
3("
Slump:
. ()0
Truck Number:
j f)i�2 4.)t�
Driver Number:
1 ()9 �;=1-
Driver Name:
INIKE. LOUPE
d Us
se:
e.
F�1__Itldt� o r_:?7
at lr f"
LOAD
CUMULATIVE
ORDERED •
QUANTITY
QUANTITY
QUANTITY
IMATERIAL CODE
PRODUCTION DESCRIPTION
UOM
UNIT PRICE
AMOUNT
.50.
o ,�..1 !.�
t t q^
?. ,r�:.{�-�:�9 J, 3t210 t_Yrif�
U 28AID S.
tw, l , irftj /: {gilt+fi�it.!!i€�I CP If Ict:�:
1 n iiy :1..=-i" j.�r h MINIMUM CHARGE, Rf;f:, Lt s�� TI If�Rf w i�
Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect
Check Without Standby Charges:
Charge
Comments:
WATER ADDED: C / GAL YARDS IN DRUM:
WHEN ADDED.
SIGNATURE
CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST:
SIGNATURE
❑ LOAD WAS TESTED BY:
Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength
Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material
terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. �Iease refer to the backside of this ticket for important
control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling inform'atio Band to the materi . afety data sheets for additional information.
returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE -
Within
one business day after the receipt of materials. O �
68UNIVERSAL PREV TRt4;
INVOICE `f/ L uH11
This Delivery Ticket incorporates herein by reference Buyer's previously executect Crean Hppncauvu. ►[ ally, JGLLG, �
Terms and Conditions, Seller's Quo ' n, if any, and Seller's Order Confirmatio " .cluding limitations of warranties), as if fully
set forth on this Delivery Ticket ("A; ment"). Seller will provide the Standard [s and Conditions upon request. Buyer agrees
that, unless otherwise noted on the front hereof, all quantities and .items were delivered as indicated and further expressly agrees to
pay in accordance with the Agreement.
AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH
Aggregate products are naturally occurring materials including limestone, dolomite,_ granite, volcanic rock, sand, gravel, and other
siliceous materials. Cement products. include Portland cement, masonry", pozzolan (Type. IP), roof file, and stucco. Concrete';
products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and
other siliceous materials. These products, including fly ash, may contain more than 0.025°In crystalline silica.
Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. 4
Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling,,
crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled.
If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo-
nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation
or burns -of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure.
Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eve protection, and appropriate protective
clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to
dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. .
First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh
air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists.
CEMEX, Memorial Bermann Tower
929 Gessner, Suite 1900
V7 combined Houston, Texas 77024
02/12 For more information please visit www.cemexusa.com.
Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier
termino estandar. condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitations y
garant.fas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal-
lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades
y material.es fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo at contrcto; at menos que se identi-
fique con una nota at frente de este documento.
AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES
Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica, arena, grava y otros
materiales silicios. Los productos de cernento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de
azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita,
granito, coca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cii,it puede
contener mas de 0.025% de silicio cristalino.
Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y
reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y,/o en
la zona respiratoria. Polvo del. manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales
silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse
en temperatura caliza, reposar y tomar grandes cantidades de aqua. Las cenizas volantes puedeA contener amoniaco.
La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o
Seguridad: quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en
la duration y el nivel de la exposition.
Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel. Use guantes, protection en los ojos y ropa
Primeros adecuada para protection. Lavese las manor con jabon suave y agua despues del manejo de materiales. Evite inhalar
auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protection respiratoria.
Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos.
Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo _con
agua. Acuda a atencion medica inmediatamente si ]a irritacion continua.
CEMEX. Memorial Hermann Tower
929 Gessner, Suite 1900
V7 combinado Houston, Texas 77024
02/12 Para mas information visita www.cemexusa.com.
M IAMI•DADE MIAMI—DADE COUNTY, FLORIDA
MEW PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) N► vw,minmidade.sov/economy.
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements 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: Seri «p 1017720/ 820"Atuminu» FixetVViitiow =` ,M.I.
APPROVAL DOCUMENT: Drawing No. MD 720-820, titled "Series Fixed Window Installation
Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
REVISION 6f this NOA shall be considered after a renewal application has been file rd h
no change in the applicable building code negatively affecting the performance t 'r d c
TERMINATION of this NOA will occur after the expiration date or if there h e a is " r{ h nge
in the materials, use, and/or manufacture of the product or process. Misuse of th 'i 'an endorsement
of any product, for sales, advertising or any other purposes shall automatically to ninate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 1.14502.03
(� Expiration Date: February 19, 2019
". Approval Datel July18, 2013
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD 720-820, titled "Series Fixed Window Installation Cruidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
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 aluminum: fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--7212, dated
03/21/13, signed and sealed by Marlin. D. Brinson, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 94
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1,3835 and
FTL-3850, dated-07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Submitted under- previous NOA No. 03-110S.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jaime D. Gasco , P. E.
Product Control Section Supervisor
NOA No.13-0502.03
Expiration Date: February 19, 2019
Approval Date: July18, 2013
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04111/13, expiring on 12/11/16.
2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property ---Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, issued by manufacture,
dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed
and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter f6r Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P. E.
4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E.
5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL--3850, dated
07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Subinilted under previous NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW-
701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on.
02/19/14.
r
Jaime D. Gascon, .
Product Control Section Supervisor
NOA No.13-0502.03
Expiration Date: February 19, 2019
Approval Date: July18, 2013
E --- 2
GENERAL NOTES: SERIES 720/820
IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2J;SNUFTERSARE'NOi REQUIRED WHEN USED IN
WIND-BORNE•DEBRIS_--REGfONS:.FOR'INSU _,ED GLASS
INSTALLATIONS ABOVE 30' IN TI1E'FiVHt, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE 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 1-112-THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2XARE 1.1/2" 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, (AOR).
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS.
6) MAX 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BYTHE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300-09.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E130D-01).
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-1/31%STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-0835, 3850 & 7212;
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA
NDS FOR WOOD CONSTRUCTION - (2005) AND ADM
ALUMINUM DESIGN MANUAL - (2005).
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820
SERIES USES AN SG INTERLAYER. THE 720AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
A
J_
12' MAX.
O.C.
i_
DESIGN PRESSURE RATING
I IMPACT RATING
VARIES,
SEE SHEETS 2-6
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
48' TIP -TO -TIP WIDTH
- 47' BUCK WIDTH 48• BUCK WIDTH 48' BUCK WIDTH
_ 44.1/4' VISIBLE 46.1/4"VISIBLE 45-1/4' VISIBLE
LIGHT WIDTH LIGHT WIDTH� LIGHT WIDTH
B, SHEET gH6' MAX D, SHEET 7 - i 8' Mom, F, SHEET 8 Y•
H, SHEET 9
E, SHEET 8 I E, SHEET 8
---- SHEETB 95,
BUCK SHEET? — — — SHEET? 96 p, SHEET — — --- O. HEET9
HEIGHT L I BUCK
r HEIGHT
i VISIBLE 12"MAX. i 9i VISIBLE
LIGHT O.C. VISIBLE 6' MAX. LIGHT
HEIGHT -7}— LIGHT O.C. HEIGHT
96" I I HEIGHT / I i BUCK I TIP -TO
TIP HEIGHT
6' �B --i �L 12' MAX. O.C.
MAX. SHEET6
? E=TYP.FLANGEDFRAME
I EVATION ITESTED'UNIT)
GUIDE TO SHEETS:
GENERAL NOTES ........................ 1
ELEVATIONS ................................ 1
GLAZING DETAILS ....................... 2-5
DESIGN PRESSURES .................. 2-5
INSTALLATION, FLANGE ............. 6
INSTALLATION, EQUAL -LEG....... 7
INSTALLATION, INT. FINA........... 8
INSTALLATION, INT. FIN B...........9
CORNER ASSEMBLY ................... 10
EXTRUSION PROFILES ................ 10
PARTS LIST....... I .......................... 10
6" L—D 12' MAX.O.C. F, SHEET 8
MAX SHEET 7 2' MAX H, SHEET 9
�+--- 6' MAX. O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
FIGURE 1:
12.O.C.
/ MAX.
12.O.C. /x,/
MAX.
6"
MAX.
T
Ty
Descdplion
S e 1
1
7116' Leml
3116' An - .09W PVB .31161 HS
2
2
711V Leml
3/16' HS -.090' PVB - 3/16' HS
2
3
1-1116"Leml.
IG 3116'T-7/16'Atr-3116'An-.090'PVB-3/16'HS
3
4
1.1116'Lemi. IG 3116'T-7/16'Alr-3116'HS-.090'PVB-3116'HS
3
5
WIT Lam13/16'An-.09D'SG-311VAn)
4
6
7/16" Leml 3116' HS -.090' SG .3116' HS
4
7
1.1116"Laml. 10 3116'T-7116'Air-3116'An-.090'SG-3/16'An
6
8
1-1/16'Lemi.10311WT-7/16•Alr-3r16'HS..090'SG-3116'HS
5
"SO'='DUPONTp1 SENTRYGLAS INTERLAYER' BY E.I. DUPONT
DENEMOURS & CO., INC.
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25.
ANCHOR SPACING TO BE 6- MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS. SEE FIGURE 1, THIS SHEET.
WIDTH WIDTH I"- WIDTH - �—WIDTH—�{ WIDTH -►I
Tr--- - -� -'- -=
L J
WIDTH WIDTH }�- WIDTH --� WIDTH •+I )+• WIDTH -�-I
r -- ---� ---� T0—--',T�
W 1L J
�--WIDTH ={ I-' WIDTH --I �- WIDTH -H I►- WIDTH •-I
Tr--- ----� Ti --- Ti - - -1T01
�---
03 = 1 I
1
co
a
Y
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N
N hNoA
eop
wJ
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m
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ZJLL
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UU_ Xy d
W
❑
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m
IW- Z
or�
gran
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❑ Z D:
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J
az
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Fives
VNN
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No. 58705
;Oo' •. FkOR1oP Gam " :
A LYNN MILLER, P.E.
P.EJI 68705
TABLE 2:
Window Re'sign:P_resSure; +/;for
-�I
Olat;s Zype 1
- Long Side (in)
- -
-
a 76
80
84
88
9298
100
104
109412
30'd?.;:'
Y80--
i' +/-80
+1.80
+1-80
+1.80
+/.8p
+1-80
+/-80
+1-80
+/-80
-'32�+1.80
;7180
+1.80
+IbO
+1-80
+/.80
+1.80
+/-80
+1.00
+/-80
34
+1-80
+/-80
+1-80
+1A0
+/-80
+1-60
+/•80
+/-80
+1-79.8
+1-79.4
30
M67-718rrr72-
+1.80
+/.80
+l•80
+1-60
+/-80
-1.79.7
+/.77.2
+1-75.1
+1.73.4
+1-72.2
38
+1-80
+/-80
+1.80
+150
+I.78.1
+1.75.2
+1-725
+/-70.3
+1.68.5
+I.66.3
40
a/-80
+1.80
+1-79.8
+1-77.2
+1.74.3
+/-71.3
+/-67.9
+145.1
+153.4
+/.61.6
42
+1.80
+/-80
+1-77.4
+/-74.3
+1-71.3
+/-68.2
+1.64.7
+1.81.6
+I59.8
+1-58.2
44
-
+/-80
+1-78.9
+1.75.4
+/.72.1
+1.68.9
+1-65.6
+/-622
+159.7
+/-57.5
46
+1-80
1 +1.80
+1.77.2
+/-73.0
+/-70.1
+/,me
+/•63.5
+/•60.3
+/57.7
v
48
+/-80
1 +/-79.3
+1-75.6
-1.71.9
+1-68.3
+/-64.9
+/-01.5
+158.2
N
C
50
+1.80
+l•77.5
+/-74.1
+/-70.3
+1.66.7
+I.63.1
+/ .59.7
N
52
+/-79.1
+1.75.0
+1-72.4
+1.68.8
+1.05.1
+151.5
54
+/-77.4
+1-73.8
+1-70.5
+/.07.3
+1.63.5
50
+I.75.8
+/•72
+1.60.6
+/-65.3
58
+1.74.2
+1.70.3
+/-06.8
60
+1.727
-1.68.7
+/-65
'
+1-71.2
,07-A ,,
_02
'7
+1.69.7
--- 66---
+/-68.3
- -
67.718
1 +/-67
7/16' LAMINATED
GLASSSTACK
oil
3
3/18' ANNEALED GLASS �
USED AT CURVED
FRAME MEMBERS ONLY
Q 11-718.O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE 3:
Window Design Pressure (+/-, psf) for Glass Type 3
Long Side (in)
67-7/6
72
78
80
84
88
92
96
100
104
109.112
30
+1.80
+1.60
+/-80
+1-80
+1-80
+/.80
+/-80
+/-80
+1-80
+1-80
+1.80
32
+1-80
+/-80
+/-80
+1-80
+/AO
+/-80
+1-80
+/-80
+/-80
+1.80
+1-80
34
+1-80
+/-00
+1.80
+)50
+l BO
+1-80
+1-80
+1410
+1-80
+/-80
+1-80
38
+1-80
+/-80
+/-80
+/-80
+/410
+/-80
+1-60
+1-80
+l-W
480
+1.60
38
+1.80
+/-80
+1.80
+1.60
+1-80
+/-60
+/a
+1.80
+179.4
+1.76.4
+/-74.3
40
+1-60
+1-80
+1.80
+/50
+/SD
+1.60
+/-80
+1-76.7
+1.73,5
+I.70.9
+159
42
+1.80
+1-80
+1-80
+I50
+1.80
+I.80
+1.77
+1.7&1
+I59.6
+1.66.9
+1552
44
+1-60
+1.80
+1.60 1
+/-80
+/80
+1-77.8
+1-74.1
+1.70.3
+1-67.5
+1.63.9
46
+1.60
+/-80
+/.80
+1-80
+1-79.2
+1.75.4
1 +1.71.7
+1.6&1
+155.1
c
48
+1-80
+.80
+1.80
+/-60
+/-77.2
+1-73.3
+1.69.6
+/.65.8
50
+/-80
+/-80
+/-80
+1.79.4
+1.75.3
+1-71.3
+1.67.5
52
+/-60
+1.60
+1.60
+1.77.7
+I.73.5
+I.69.5
N
54
+1.80
+/-80
+/.79.8
+/-76
+/-71.8
66
+1-80
+I.80
-1.77.5
+/-73.8
68
+I-B0
+/-79.4
+/.75.4
60
+1.80
+1.77.6
+/-73.5
62
+1-80
+/-75.8
84
1 +/-78.8
+144
S8
1 +/-77.2
67.716
1 +174.9
EXTERIOR
a
�F �LAs`s=TVP
PVSINTERLAYER
6' HEAT STRENGTHENED GLASS
i
5/8'
GLASS BITE
�+- LONG SIDE
T-
SHORT ,
SIDE �f
J�
�- LONG SIDE
SHORT d/
SIDE f
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7/16-LAMWATED
GLASSSSSSTACKF;6. -►{ I-•- GLASS STACK
6' HEAT SHORT
3/18- TEMPERED GLASS �f _ T i��r STRENGTHENED GLASS SIDE
3l18' ANNEALED GLASS
7/1*SPACE-
PVB
ERLAYER
LONG0-
USED AT CURVEDp�
SIDE
FRAME MEMBERS ONLY(a311-7/B•O.C.
MAXBITE
EXTERG7
SHORT
�I
OE
GLASS TYPE 3
NOTES:
1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
PRODUCrRFNBWED
as comP1y6rg WWI ib. Flows
Id-mgdo t2•- ��
Acapanca No
Dau
D
Mlami Dada Product Contra
z
N
rc
D1 M Y
O h
0 N IN-e o0 C?
Oc,, A w N
Z �8
zJ
ILLL co w uwt°r0 6
WULu
U xN d O
mO m co7 'ON
D1 L9 sera
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�zdz F m
O
N
LU
® 1aa45
W
Z
p ai z
zalaas
LL a
O Z NN
g W =Uajc
a0U
Ly
�� ,.• �1GENSF • •.'P
' No. 58705
sr�ntll
P.
A. LYNN MILLER, P.E.
P,E.968705
TA[L . ".
Window Design Pressure (+/, psQ for Glass Types 2 & 4
Long Side (ay)
67-7/8
72
76
80
84
1 88
92.
96
100
104
109-112
112
118
120
124
12B
132
136
140
144
30
+1.80
+/•80
+/•80
+/.80
.1-80
1 +/•80
+1.80
+/-80
+1-80
+/-80
+l-BO
+1.80
+1.80
+/-80
+/-8D
0-80
1 +1-80
+/•80
+/-80
+1a
32
+/•80
+/-80
+/-80
+/.80
+/•80
+1-60
+/480
+1.80
+l•80
+/•80
+1-80
+/410
+1.80
+1-80
+/.SD
+1-80
+1-80
+/•80
+/-80
34
+1•80
+/-80
+I-80
+1-80
+/-80
+/-60
+1-80
+/.80
+1.80
+/.80
+/•80
+1.80
-1-80
+1-8D
+/•80
+1.80
+/-80
36
+/-80
+/-80
+1-80
+/-80
+1.80
+1-80
+/.80
+1-80
♦I.80
+/.80
+1-80
+/.80
+/.80
+1-8D
+/-80
♦/•80
38
+/-80
+/-80
+1.80
+/-80
+1-80
+1-80
+/-80
+/•80
+/•80
+1-80
+/-80
0-80
+1.80
+/-80
40
+/.80
+1-60
+1-60
+/-80
+1-80
+1-80
+/-80
+/-80
+1.80
+/.80
+/.80
♦/80
42
480
+/.80
+/-80
+1.80
0.80
+1-80
+1-80
+/-90
+1.80
+/.80
+/-8D
44
4/•80
+/-80
+/.80
+1-00
+/-80
+1-60
+/-80
+/•80
+1-80
+1.80
' 46
N-80
+1-80
+1-80
+1.80
+/•80
0-80
+/-80
+/-80
+I.80
o_ 48
+/•80
+/-80
+/-80
+/-80
+/-80
+1.80
+/-80
+1.90
N ti 50
+/.80
+/.80
+/•80
+/-60
+1-00
+1.80
+1.80
y 52
+/•80
+1-80
+/-80
+1-80
+/-BO
r1-79.1
54
+/-BO
+/-80
+1-80
+1-80
+/-78.6
56
+/-BO
+/-BO
+/-80
+1.79.1
58
+1.80
+/-80
+/-80
8D
+/-80
+/-80
+/-79.3
82
0-80
+1-80
841
+/-80
1 +1-80
68
1 +I.80
67-718
1 +I-80
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
1.1/16' NOM. _
7/16' LAMINATED GLASS STACK �J 7/16' LAMINATED
GLASS STACK I GLASS STACK
.090' PVB IWERLAYER 3/16' TEMPERED GLASS • 3/16' HEAT STRENGTHENED GLASS
3/16' HEAT 3116' HEAT STRENGTHENED GLASS
3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16' AIR SPACE .090' PVB INTERLAYER
4 11 11
6
USED AT CURVED USED AT CURVED
FRAME MEMBERS ONLY 2g 5/8' FRAME MEMBERS ONLY 29 6/8'
Qa 11-7/8' O.C, MAX. GLASS BITE
(E MEMBERS
O.C. MAX. _ GLASS BITE
EXTERIOR
a
GLASS TYPE 2
EXTERIOR
GLASS TYPE 4
TABLE DIMENSIONS MAY BE I
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�- LONG SIDE
SHORT
SIDE
L 4 SIDE
SIDE I
�- LONG SIDE �{
T_
SHORT J/
SIDyDE Y/
1-
LONG
SIDE
SHORT
SIDE
W
M
Y
}U N n
a°a
O
N
-1 °' o
Z 1 �t LL SO
Z
U'
a
U W
w
7
W�
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1-' Z DD O
aN
SAO
O>
OD
�Z
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N
o
aZ
g
v>
LL
0
m
W
7ea4S
0
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CO
Z
elo>S
'
IL
Z
cc
C-4
n
gw
a
li
❑
Dom'.
aO1
•asoO
sauaS
14YNN l A1//4�
�'' �1�,.• JOENSF •., P
Q:' k
* No.58705
�•� �'E IF •ZILI
-
A. LYNN MILLER, P.E.
P.E.868705
TABLES:
Window Design Pressure (+/•, psl)for Glass Type 5
Long Side (in)
67.7/8
72
76
80
84
88
92 1
96
10D
104
109412
30
+901-125.4
+901.120
+901.115.5
+90'-111.5
+90/-108.5
+901-100
+901-104.5
+90/-103.5
+90'-1025
+901400.7
+9797.9
32
+901-116.9
+90'-110.8
+90/-105.3
+90'-101.6
+901-98.7
+901-95.7
+90/-9Z3
+901-9D.6
+9D1-90.3
+1.89.9
+/.89
34
+901-108.9
-901.103
+901-98.8
+90'-95.1
+901-91.8
+1.81112
+/-04.4
+1.81.5
+/-80.1
+/-79.8
+/-79.4
36
+901.102.0
+90'-97.1
+90/-928
+/.88.9
+/-85.5
+/-826
+I-79.7
+1.77.2
+/-75.1
+1.73.4
+1-72.2
38
+901-98.4
+gW-92.2
r1-86.7
+/-83.2
+/-80.7
+1.78.1
+1-75.2
+1-725
+/-70.3
+/-68.5
+/-66.3
40
+901.94.6
+/-88.2
+I.82.6
+1-79.8
+I.77.2
+1-74.3
+/.71.3
-1-67.9
+/85.1
+1-63.4
+/-61.6
42
+901-91.3
+1-81.7
♦/-80.7
♦I-T7.4
+/-74.3
+/-71.3
+1-6&2
+1.64.7
+/81.6
+/59.6
+I58.2
44
+/.8&3
+1.824
+/-78.9
+1-75.4
+/.721
+/.68.9
+1-65.6
+/.622
+159.7
+/.57.5
�•
46
+/-85.4
+1.80.8
+1.77.2
♦/-73.6
+1.70.1
+156.8
+1.03.5
1 +/-60.3
+/57.7
48
+/.827
+1-79.3
+1-75.6
+/-71.9
+/-68.3
+/.64.9
+/-81.5
+/58L2
e
60
+/-80.9
+1.77.5
+/-74.1
+/-70.3
+/.68.7
+/-631
+/-59.7
1?
52
+/.79.1
+/-75.6
+/-724
+/.88.8
+/-65.1
+I.61.5
rn
54
+/.77.4
+/.73.6
+/-70.5
+/-67.3
+1-63.5
66
+/.75.8
+/-72
+1-68.6
+/-65.3
58
+1-74.2
+/-70.3
+/-88.8
80
+1.727
. +/-68.7
+1-65
62
+/.71.2
+1.67.1
64
1 +/-69.7
1 +/-65.5
88
67-7/8
7/16' LAMINATED
GLASS STACK
NNEALEDGLASS
3/16' AN
USED AT CURVEDFRAME
MEMBERS ONLY11-7/8'
*GLASS*
O.C. MAX.BITE
�- LONGSIDE
+EXTERISHORT
SIDE
GLASS TYPE 5
_L_
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE 6:
Window Design Pressure (+/-, psntorGlass Type 7
Long Side m)
67-7/8
72
76
80
84
88
92
g8
I
104
109-112
30
+901-130
+901-130
+90/-130
+901-126
+901-122.6
+901-119.8
+901-118.1
+901-117
+g01-115.8
+901-112.7
+901409.9
32
+901-130
+901-125.1
+901-118.9
+901-114.8
+901-111.5
+901-108.1
+901-104.3
+9D/-102.4
+901.102
+9D1.101.4
+901-99.7
34
+901.123.1
+W-116.4
+901-111.7
+9(Y-107.5
+90/.103.8
+901-99.7
+901.95.3
+901.92.1
+901-90.5
+/-90
•/-89.6
30
+901-116
+90'-109.8
+901-104.8
+90'-100.5
+901-96.0
+901-93.3
+1-90
+1-67.3
+154.9
+/-82.3
+1-81.2
38
+901-111.2
+90'-104.2
+901.97.9
+901.94
+901.91.1
+1-8&2
+/-84.9
+/-81.9
+1.79.4
+1.76.4
+/.74.3
40
+901-106.9
-0-99.0
+901.93.4
+901-90.1
+1-87.2
+1.84
+1.60.5
+/-76.7
+1.73.5
+/-70.9
+159
42
+901-103.2
+90'-95.7
+901.91.2
+/417.4
+/b4
+.80.8
H-T7
+/-73,1
+169.6
0-86.9
+/-66.2
5
44
+901-99.7
♦W-93.1
+I-89.1
+/-85.2
+1.81.4
+1-77.6
+144.1
+/-70.3
+1.67.5
+1.63.9
46
+901.96.5
+90'.91.3
+/-07.2
+/-03.2
1 +1-79.2
+1-75.4
+1-7.7
+/-68.1
+1A5.1
v_
40
+901.93.5
+/-89.6
+/-85.4
+1.61.2
1 +1.77.2
♦1.73.3
+1-69.5
N-65.8
to
50
+901.91.4
+1.87.6
+/-63.7
+1-79.4
+/.75.3
+1.71.3
+1-67.5
52
+/.894
+/.85.5
+1-01.8
+l-T7.7
+1-73.5
+/-69.5
54
-1.87.5
+/.63.4
+1.79.6
+1.76
+1.71.8
56
+/-85.6
+/-61.4
+1-77.5
+/-73.8
58
+/-83.0
+1.79.4
+1.75.4
60
+/•821
+1-T7.6
+1-73.5
62
+/-80.4
+/-75.8
64
+/-7118
66
+1-7Z2
8T-T18
+1-74.9
�-- LONG SIDE -�
T_
SHORT
SIDE 9/
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
9�
IAMB* NOM.
GLASS STACK 7/16'LAMINATED
GLASS STACK
SHORT
3118' TEMPERED GLASS • 3/16"N NNEAL D GLASS
GLASS SIDE
3/18' ANNEALED GLASS
7/16' AIR SPACE .090' SG INTERLAYER
11
5 LONG
USED AT CURVED SIDE
FRAME MEMBERS ONLY 29 6/8'
a@ 11-7/8' O.C. MAX. GLASS BITE
1-3
EXTERIOR
a 22 21 13 SHORT
SIDE
GLASS TYPE 7
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
>
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` No. 58705 • '
A • � STATE l��F e•117��
s ��NA� �0�`
A. LYNN MILLER, P.E.
REA 68705
Window Design Pressure (+/-, ps9 for Glass Types 6 & 8
Long Side (In)
67-7/8 1
72
78 1
80
84
88
92
98
100
104
109.1/2 1
112
110
120
124
128 1
132
136
140
144
30
+901430
+901-13D
+901-130
1 +901-130
+90/-130
+901.130
+901.130
+901-130
+901-130
-901.130
+901-130
+901-M
+9DJ-130
+901-130
+90)-130
+901-130
-901.130
-901.130
+901.130
+901-130
32
+901.130
+901-130
+901.130
+901-130
+901-130
+901-130
+901.130
+901-130
+901-130
+901.130
+9D/-130
+901.130
+901.130
+901-130
.901.13D
-901.130
+901-130
+901.130
+901.130
34
+901-130
+901.13D
+901.130
+901.130
+901-130
+901.130
+901.130
+901.13D
+0/-130
-901.13D
+901-130
+90/-130
+9D1.130
-901.130
.901.130
+901-130
+901-130
36
+901.130
+901-130
+901-130.
+901-130
+901-130
+901.=
4901.130
+901-130
+901.130
+901-130
+901-130
+901.130
+901.130
+901-130
+901-130
+90/-130
38
+01-130
-901.130
*901.130
#901.130
+901-130
+901-M
+901.130
+901.130
+901-130
+901-130
+901-13D
+901.13D
+901-129.2
+901.127.3
40
+901-130
+901-130
+901.130
+901.130
+901.130
+901.130
+901.130
-901.13D
+901-130
+901-126.8
+901-123.2
+901.122
42
+904130
+901-130
+901-130
+901-130
+901-130
+901.130
+901-130
+90' 129.3
+0.123.2
+901-119.7
+901.116.4
44
+901.130
+901-130
+901.130
+901.130
+901-130
+901.130
-901.130
+904124.5
+90'-119.4
+901.115
u
48
+901-130
+90/430
+901-13D
+901-130
+901-130
+901.130
+W.128.9
+90•-120.5
+90•-115.3
48
+901-130
+90/-130
4901.130
+901.130
+901-13D
+99-129.7
+901.123
+9(Y-116.5
ih
r
50
+901-130
+901-130
+901-130
+901-130
+901-130
+90'-120.2
+89.41.119.
m
52
+901-130
+901-130
+901.130
+901-130
+901.130
+88.81-123
54
+901-130
+901-130
+901-130
+901-130
+88.81-127.1
66
+901-130
+901-130
+901-130
+89.41-129
58
+901.130
+901-130
+90/-130
60
+901.13D
+901.130
+89.61-129.
62
+901-130
+901-130
64
+901-130
+901-130
66
+901-130
87-718
+901-130
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
7116' LAMINATED
GLASS STACK
3/16' HEAT STRENGTHENED GLASS
4 11
USED AT CURVED
FRAME MEMBERS ONLY 29
(� 11-7/8' O.C. MAX.
1.9
EXTERIOR
G, 20
1-1/16' NOM.
GLASS STACK
7/16' LAMINATED
GLASS STACK
090' SG INTERLAYER
3116' HEAT
3/16' TEMPERED GLASS
3/16' HEAT STRENGTHENED GLASS
3/1e' HEAT STRENGTHENED GLASS
STRENGTHENED GLASS
7/16' AIR SPACE
.090- SG INTERLAYER
I
5!8' USEDATCURVED
GLASS BITE FRAME MEMBERS ONLY
@ 11-7/8' O.C. MAX.
GLASS TYPE 6
EXTERIOR
a
618.
GLASS BITE
GLASS TYPE 8
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
LONG SIDE
SHORT
SIDE
SHORT
SIDE
�- LONG SK)E -�
SHORT f/
SIDE 9/
E I
LONG
SIDE
I
SHORT
SIDE
�
1;
Y
�
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e
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' No• 58705
Of
1c
Twr
TAT
S�ONAI. E
�I/IIIIIII0 0
A. LYNN MILLER, P.E.
P.E.6 58705
EDGE
DISTANCE
INSTALLATION
TYPE A
4
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2.3/4'
6
EMBEDMENT.
.4
INSTALLATION EDGE
DISTANCE ~
TYPE B
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION INSTALLATION EMBEDMENT
NOTE 2, THIS SHEET TYPE C TYPE B
•+—�— EMBEDMENT 1X WOOD BUCKSTRIP, w,
—`-If 114• MAX SEE NOTE 2, THIS SHEET
EMBEDMENT SHIM
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
• ' a ':. ,' EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE 8 SEE TABLE8,THISSHEET
DISTANCE ,•i
--—1/4•MAX
1 1 SHIM 1 �L
TYP. ANCHOR TYPE,
—EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
"_• . '.d
11
EXTERIOR
@ 11.7/8' O.C. MAX.
CONCRETEICMU
, 4 13 1'I
PER ANCHOR
VISIBLE LIGHT WIDTH = _III
REQUIREMENT
II" WINDOW BUCK WIDTH - 2-3/4'
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
1/4'MAX. SHIM
HORIZONTAL SECTION A -A
N12 STEEL
SELF -DRILLING SMS
(05), SEE TABLE 8,
THIS SHEET
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATH THE
BEADING EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 8,THIS SHEET
r--•1/4' MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETEPER
ANCHOR
• �- REQUIREMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
TABLE B:
htieml ado PmduN Centro
ri
a; z
CONCRETE/CMU t9
PERANCHOR a (YA •nay
REQUIREMENT IX e- 3 .-•
(D N S ol00 0 N
e� N
O M W N
Anchor
Substrate
Mln. Edge
Diatanco
Min. Embedment
Max O.C.
Spacing
012 or 0W 410 SS Screw
P.T. Southern Pine (SG-0.55)
9/16'
1 6'
I
Aluminum, 006345 min.
12•
A36 Steel
318'
0.063'
12'
Steel Stud Gr. 33 min.
318•
0.045. 18 Go)
12'
k12 or 1)14 Steel 8craw (05)
P.T. Southern Pine (SG-0.55)
9116'
1-we*
12'
Aluminum, 606345 min.
3/6,
0.083' •
12'
A36 Steel
3/8,
0.083' •
12'
Steel Stud Gr. 33 min
318
0.045' 18 Go
12'
114;-�14:SS CtoleFiox..
Ungrouled CMU„(ASTM C-90)
2 1/2 _
1-1/4'
12'
•-�,i Concrete (midi 3:35'ks0. y
a*L°1 �' °
• ` b 1-3f4'Y= —
""12'
1/4' Steel Ultrecon
Concrete min. 2.85 ks `--'
1'
--1-3/4—
Concrete (min. 2.85 k91)
2 1/2'
I -we*
12'
Ungrouted CMU, (ASTM C-90)
2-11T
1-114'
12,
Grouted CMU, (ASTM C-90
2-1/T
1-3/4'
12'
6116' Steel Ultrecon
Concrete (min. 3.5 kel)
1.1/4'
1-3/4'
12'
Grouted CMU (AS C-90
2-11T
1-314'
12'
MIN. Ur•J Ir1KCAU.Z.-UCTVNU Ir1CMtIALbUt%b IKAIt.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE
OPTIONAL IF UNii CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS `2X'ARE 1-1f2'THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Z LL tto Cv � I
= LL
JOB rn C.rL-D
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No. 58705
STET
•�����` ' •. FLORIOP••O 's
SSI ONM-
A. LYNN MILLER, P.E.
P.E.# 61005
EDGE
r' DISTANCE
INSTALLATION
TYPE E
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
2.314'
2X WOOD BUCKSTRIP INSTALLATION
FOR FRAMING, SEE TYPE G
NOTE 2, THIS SHEET
EMBEDMENT
y I 114"MAX
SHIM
EMBEDMENT .L —�I SHIM
EDGE !+'• 6
DISTANCE F
�114' MAX
2 SHIM
_� TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
Qa 11-7/8' O.C. MAX.
114' MAX. SHIM
#12STEEL
SELF -DRILLING SMS
(GS), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
.f.
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
INSTALLATION
TYPE F
1X WOODBUCI
SEE NOTE 2, THIS
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
EXTERIOR \
VISIBLE LIGHT WIDTH = 6
WINDOW BUCK WIDTH - 2.314'
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TART R 0-
Anchor
Subetrale
Min, Embedment
Max O.C.
Spacing
012 or N14 410 SS Screw
P.T. Southern Pine (SG=0.55)
1318-
12-
Aluminum, 5063-T5 min.
0.083' '
2'
A36 Steel
T3181
0.08W
12'
Steel Stud, Gr. 33 min.
0.045` 18 Oa '
12'
.
#12 or #14 Steel Scmw (G5)
P.T. Southern Pine ($G-0.55)
13/8'
12,
Aluminum, 6063-T5 min.
0.083' •
12'
A Steel
0.083"
12'
Steel Stud, Gr. 33 min.
3/8'
0.045(16 Go)•
12'
1/4' 410 SS CreleFlex
Ungrouled CMU, (ASTM C-90)
2-11T
1.1/4'
12'
Concrete (min. 3.35 ksq
1'
T 4'
12-
1/4' Steel Uilrecon
Concrete min, 2.85 ksl
1'
1314'
12'
Concrete (min. 2.85 ke0
2-11T
1318'
12'
Ungrouled CMU, (ASTM C-90)
2-1/2'
1.114'
12'
Grouted CMU, ASTM C.90
2-11T
1-314'
12'
6/18' Steel Ullrecon
Concrete min. 3.5 ksi)
1-114'
13f4'
12'
Grouted CMU, (ASTM C 90
2-1lY
13/4'
12`
S
�114' MAX SHIM
1X WOOD BUCKSTRIP,
'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT,
+
ANCHOR
INSTALLATION NOTES:
"°'` '•,t.. •
, , ♦-
REQUIREMENT
_I___•
.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS,
INSTALLATION
a
'TYP•
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE
I EDGE
TYPE F I� DISTANCE
ANCHOR TYPE, EMBEDMENT
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2' THICK OR GREATER
AND EDGE DISTANCE PER
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE, SEE TABLE 9, THIS SHEET
JURISDICTION.
VERTICAL SECTION D-D
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM.
TYP. ANCHOR TYPE,
EMBEDMENT ANDEDGE -�I EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
I4�10N
11
2X WOOD BUCKSTRIP
OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION INSTALLATION
TYPE J TYPE K
EDGE EDGE
DISTANCE DISTANCEMAXEDGE DISTANCE
SHIM —�-{
� SHIM
2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP
OR FRAMING, SEE OR FRAMING, SEE O
NOTE 2, THIS SHEET NOTE 2, THIS SHEET
1/4' MAX TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10. THIS SHEET
EXTERIOR USED AT CURVED
29 FRAME MEMBERS ONLY
Q 11-7/8' O.C. MAX.
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT -
2-3/4
INSTALLATION
TYPE J
EMBEDMENT
L
1/4' MAX. SHIM
INSTALLATION
TYPE L
#10 STEEL
SELF -DRILLING SMS
(435), SEE TABLE 10,
THIS SHEET
2X WOOD BUCKSTRIP
EXTERIOR
OR FRAMING, SEE
NOTE 2, THIS SHEET
MAXSHIM
MIAMI•DADE APPROVED MULLION
�1/4'
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 10,THIS SHEET
EMBEDMENT
EXTERIOR
1 VISIBLE LIGHTWIDTH= _ I
WINDOW BUCK WIDTH -2-314" ����III
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TARI = qn.
Anchor
Substrate
Mln. Edge
Distance
Max. O.C.
S cl nL
2.1/2" x ,113" Box Nall
P.T. Southern Pine SG=0.55
6/1S'
5'
2.1/2' x .131' Common Nall
P.T. Southern Pine 843=0.65
3/8'
6'
2.1/2" x .146" Rooting Nall
P.T. Southern Pine SG=0.65
318%
6"
#10 x 1" Steel Screw'
P.T. Southern Pine SG=0.65
112"
6"
0.093" Aluminum. 6063-T6 min.
6116"
6"
1116' A36 Steel
6/16"
5'
0.045' 18 Gal Steel Stud Gr,
MIN. UF• U I KKtAUJ UtYUNU 1 Fit Mt I AL 5U55 I HAI t.
�-
EDGE DISTANCE
_t
INSTALLATION NOTES:
�- EMBEDMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS.
SUBSTRATE, SEE TABLE 10, THIS SHEET
2, WOOD BUCKS DEPICTED ON THIS SHEET AS'iX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-1/2'7HICK OR GREATER. .
VERTICAL SECTION F-F
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
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A. LYNN MILLER, P.E.
P.EJl68705
INSTALLATION TYPE M�
'FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAY BE NO
• MORE THAN B'O.C.
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-314'
INSTALLATION
TYPE N
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE
DISTANCE NOTE 2, THIS SHEET
CA1EMBEDIMENT
�L
i/4' MAX
3 SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
Q 11.7/8' O.C. MAX.
EDGE II I /r(/�1�
DISTANCE 'ill II �+ITfI' II`
CONCRETEICMU
PER ANCHOR
REQUIREMENT
1!4' MAX SH��
INSTALLATION TYPE O
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAY BE NO
• MORE THAN 6' O.C.
#12 STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 10,
THIS SHEET
INSTALLATION TYPE M INSTALLATION
FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
1/4" MAX ANCHORS MAY BE NO
SHIM MORE THANVO.C.
1X WOOD BUCKSTRIP, SEE
2X WOOD BUCKSTRIP NOTE 2, THIS SHEET
OR FRAMING, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
EMBED ENTANHOR PE, EXTERIOR
DISTANCE
PER SUBSTRATE,
��IJ
DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
�1/4' MAX SHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 11,THIS SHEET
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TENT .^ ..
—_I EDGE
—1 DISTANCE
VERTICAL SECTION H-H
r�
VISIBLE LIGHT WIDTH -
WINDOW BUCK WIDTH • 23/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
TARLE 1'1-
EMBEDMENT
j�.
T
J
EDGE
DISTANCE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
0
Anchor
Substrate
Min. Edge
Distance
Mln. Embedment
Max. O.C.
S cln
#12 ar#14 410 SS Screw
P.T. southern P ne 33735
9/16"
1.3/8'
6'
Aluminum 8063T6 min.
318'
0.•
R3'
6-
A38 Steel
318"
0.083' •
6'
Steel Stud, Gr. 33 min.
318.
0.04Y 18 Ga •
6'
#12 or#14 Steel Screw (G5)
P.T. Southern Pine SG-0.55
9/16'
"IV
6'
Aluminum 606345 min.
314"
0.083' •
8'
A36 Steel
318'
0.083'•
Steel Stud Gr. 33 min.
318'
0.045" 18 Ga •��S'114'410
SS CreteFlex
U routed CMU ASTM C-90
2.112'
1-1/4'
Concrete (min. 3.35 kel)
1"
1.314'
12"
114' Steel Ullreoon
Concrete min. 2.85 ksl
1'
13/4'
12"
Concrete min. 2.85 ksl
2.112"
1-318,
12"
U routed CMU, ASTM C90
2.1/2'
1-1/4' .
12,
Grouted CMU ASTM C-90
2-1/2-
1-314'
6116' Steel UQrecon
I12'
Concrete min. 3.5 kel
1-1/4'
1-3/4'
12'
Grouted CMU ASTM C90
2-1121
13/4'
12
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND-EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X'ARE 1-10 THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM.
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' No.58705
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A. LYNtVVLUR, P.E.
P.E.# 58705
ASSEMBLY DETAILS FOR
FLANGE &E)UAL-LEG FRAMES
9W CORNER
FRAME ASSEMBLY
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
.L-LEG FRAME
FRAME
TARI F 49-
ANGLED/CURVED
FRAME ASSEMBLY
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
FRAME FLANGE FRAME
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
Item
IVPGTPatt#
Description
Material
1
4263C
Flanged Frame
Alum, 6063-T6
2
4285
Equal -leg Frame
Alum. 6063-76
3
4258
Integral Fin Frame
Alum. 6063-T6
4
4265
7/16" Leml, Glass Beading
Alum, 606346
5
4264
JLG. Glass Beading
Alum. 6063-T6
Be
4270
Installation Fastener Cover
Alum. 6063-76
6b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
Gasket (at 90• corner joints)
Polyethylene
11
TP24718
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +1-1
13
Dori 899, GE 7700 Silicone or Equiv,
20
71652K
Setting Block, Mono. 3/16" x 7/16" x 4"
Neoprene, Duro. 85 +/-1
21
71704AK
Setling Block, I.G. 3116" x 1.313P" x 4"
Neoprene, Duro. 85 +/-1
22
DIJRAK718
7/16" DuraSsal Spacer
29
1#6 x 1-1/4" FH SMS
Stainless Steel
30
781PDX
1#8 x 1" Quad PH SMS
Stainless Steel
6
2.764°
.074' 062'
1.876'
.438'
1.oeo'
600•--►I.050--a—'
FLANGE FRAME
#4253C, 6063-T5
II .970' ��yy�+—
.875' y
T_7_� �— .050'
7/16" LAM[
OGLASS BEADING
#4255, 6063-T5
ASSEMBLY DETAILS
FOR FIN FRAMES
90'CORNER
FRAME ASSEMBLY
ANGLED/CURVED
FRAME ASSEMBLY
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
z.7aa^
074' 062•
1.375'
500° .438• }
OEQUAL-LEG FRAME
#4285, 6063-T5
i I�Lyf+- .346'
.875'
F�IIIII __ .050'
I.G. GLASS
b BEADING
#4254, 6063-T5
zaaa•
.094' —►! Iw
1.376°
,074•
.062°
500•
438°
r
.050•'a°°s•
1.125°
077'
FIN FRAME
3
#4256, 6063-T5
1 1.037'
.050+
INSTALLATION
6a FASTENER COVER
#4270, 6063-T6
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A. LYNN MILLER, P.E.
P.E.# 58705
M AM MIAMI-DADE COUNTY
D• PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) .rwmmiamidgg#4ov/pera1
PGT Industries
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and re on v M a Soo construction
materials. The documentation submitted has been reviewed n a ce ted ` 1 mi-Dade County PERA -
Product Control Section to be used in Miami Dade County d as where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"GTIi"Ext>iided<Alum>�iam=ulieMulliontL:M I�
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance
number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises 140A 010-0819.05 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMIOADE COUNTY
NOA No.11-0922.01
Expiration Date: May 26, 2016
Approval Date: December 08, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 22 of 22, prepared by manufacturer, dated 08/20/11, 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-1 thru E-1), dated 02/28-11, and addendum letter dated 05105111, all
signed and sealed'by Marlin D. Brinson, P. E.
(Submitted under previous NOA #10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance with the FBC-2007 and PBC-2010, and no financial
interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E.
2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by
Ishaq I. Chanda, Product Control Examiner.
G. OTHER
1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series
Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and expiring on 05/26/16.
v
4 MA&I Perez, P.E.
Product dontp6l Examiner
NOA No.11-0922.01
Expiration Date: May 26, 2016
Approval Date: December 08, 2011
E-1
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPENING WIDTH FOR VERTICAL MULL
MULLIONS I / SEE DETAILS
A-D,G,H;
9HEET32.9
ii
SEE DETAILS
i --
A THRU G;
HE
SHEET82.2-3 1
II /
I
VE .
MULL
LENGTH
I HORIZONTAL
MULL
LENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY 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 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARCHES TO BE
SHAPE
/ 1
j
__
\ BEE DETAILS
I TEST G;
SHEETS 23
I
/
OPENING
HEIGHT
FOR
HORIZONTAL
SEEDETAILE, MULL
SHEETS
FENESTRATION
PRODUCTS MAY
BE OFANYTYPE.
MUST BE
MANUFACTURED
BYPGT.
/SEE DETAILS
A.D,G,H;
SHEETS 2-3
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL OPENING WIDTH
LENGTH
'OPENING
'HEIGHT
OPENING MULL ;( 'FOR
HEIGHT LENGTH MULL
F:t ,.
�.L
SINGLE MULLION SINGLE
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
MULTIPLE MULLIONS
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
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/180. THE 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEETAND SHEET 21. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES, THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE 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; ELCO ULTRACON/AGGRE-GATOR-NOA'S; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION:
ADM -ALUMINUM DESIGN MANUAL
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 -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
MULL
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIM) 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 SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL',
GENERAL NOTES ..................... ..... I
INSTRUCTIONS............. .............. I
ELEVATIONS.. 1
MULL TO 2X WOOD ........................ 2
MULLT01X8 MASONRY..,......... 2
INSTALLATION NOTES .................. 2
MULL TO MASONRY ...................... 3
MULL TO STEEL STUD ................... 3
MULL TO MULL ............................... 3
ANCHOR SPECS ........... ............ _ 3
ALTERNATATE CLIPS.....................4
BAY MULL INSTALLATION..............4
1 X 2 X.125 MULL SPECS...............5
1 X 2 X .376 MULL SPECS ............... 8
1 X 2.75 X .376 MULL SPECS......... 7
1 X 2.76 X .66 MULL SPECS ............ 8
1 X 3.126 X .500 MULL SPECS.......0
1 X 4 X .126 MULL SPECS ............... 10
1 X 4 X .376 MULL SPECS.............. 11
1.25 X 3.188 X.265 MULL SPECS...12
2 X 4 X .26 MULL SPECS ................ 13
2 X 8 X 25 MULL SPECS...__.._-..14
1.26 X 2.11 X .125 MULL SPECS.... 16
30' X 3.26 BAY MULL SPECS........, 16
4V X 3.26 BAY MULL SPECS......... 17
MULLION & CLIP DIMENSIONS...... 18.20
EXAMPLES 1 & 2..................... _..21
LOADING EXAMPLES ....... - ............. 22
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT°) FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17
RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING
VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT-) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE
REQUIREMENT (LBS/FP) 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 WINDLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL
MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED
ANCHOR CAPACITY IS MET,
7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT')
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
6) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL
MULLION CAPACITY (LBS/FP) 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
as complyidg with IIw Fkddn'
Building Code
Acceptanm No ll.Qg ¢.o
Vj NN A41(���
NG, 58705
Lu
S, 0,,x PLORvA" 01
/SILlll
-'icSJONA
A. LYhd4LIE3,P.E. FL P.E.# 58705
of
DETAIL A: DETAILB: MULLION o
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BucicsTwP TYP.ANCHOR a
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, oY 0
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SYACHMENT SEE SEE TABLES 18.10E a!
I SEE NOTE 1,
I MULLION I SHEET I. ... ; ... •. .:.,.,.,,.'.• 'E
Z
q EDGE
SEE SHE I I I e; ,:•;-
EITHER THE 1 I I 18.20 FOR HOLE I I MC.ONCRETE OR CMU' �' IDI3TANCE, O 9TANDARDO .e I' LOCATIONS ° I .,I SEESEETABIES I
OFFSET MULL o '• EDGE m ° �
CLIP MAY BE "° DISTANCE m I EDGE DISTANCE 15-103
INSTALLED BY I I1 °. I• a FOR MASONRY —�
FOR WOOD . o ANCHORS W Q O
THIS METHOD. .4 'a , SCREWS ° e I I 1 Lu O
260'MAXFOR 4 ° I I SIDE VIEW z ch
• •9 ALL MULLIONS 4.---
.4. Z lD
'. <'° . O
a c� � e EITHER THE cC �
STAND
4 • ° _ `. e a ° .4. OFFSET MULL
e ° ; •' CLIP MAY BE g
° a
4 . a °d EXTERIOR a ° INSTALLED ' �pg{f
EDGE . . ,. . . THIS METHOD. „•I c�
4 C DISTANCE n4 . • v Q
a e FOR e•
• MASONRY .. n. ° m O
ANCHORS
EXTERIOR ".4 W J�
e
a Q co N
Q Z Q cO�
TYP. ANCHOR TYP.ANCHOR �� y
TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE.
ER SUBSTRATE, SEE TABLES ID40B SEE TABLES 1840E
SEE TABLES 10-1OB EDGEIEND
DISTANCE BUCKMRIP
r— SEE TABLES ,M,ID
EMBEDMENT BUCKSTRIP 1B•10B T, ,• '• ATTACHMENT
AND EMBE MENT' •4 •' BY OTHERS,
ATTACHMENT I r..�� ,.,,.'. SEE NOTE I,
�I± BY OTHERS, i ••.�. `i SHEETI,
" SEE NOTE 1, •�"'i n; ` • r''
v ''•i"•�'!'•: MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRODUCTR13VISED
e9 complYMg with the Floddo
FRONT VIEW Building Code
Acceptance No - Ex imti. Date /(e
INSTALLATION NOTES:
By
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MI , Dade Ptedilet
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \�� N� /Z!
ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE 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 INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
C.,
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. = -O L/�• 1 17r o 1� W
' T OF
5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED �,C•'••,, FI.ORtpP,•' C7\��
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
A. LYfIINIMILLLR, P.E.
FL A.E.# 58705
DETAIL E:
ATTACHED TO
MULLION TO MULLION
MULLION DIRECTLY A
DETAIL -I ,116-MIN, INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CLIP)
a�
(STANDARD CLIP SHOWN) 1) MAY BE INSTALLED IN "TEE' OR 'CROSS"Iffi' "
0
INTERSECTIONS. ppia
VARIES bx U
2) MAY BE INSTALLED HORIZONTALLY s
I TYP.ANCHOR (SHOWN) OR VERTICALLY.
STANDARD R HE I I PER SUBSTRATE, (y
I I SEE TABLES 18.108 L 3 SEE U-CLIP DRAWINGS, SHEETS 18-20
OFFSET MULL I )
CLIPMAYBE i I 'S55ggq TOP VIEW FOR CORRESPONDING MULLION. U) M �.
INSTALLED BY II I EDGE DISTANCE Z
THIS METHOD, I I FOR MASONRY MULLION O
I ANCHORS VARIES-F---�
I I' I I 912 STEEL SCREWS,
a SELF•DRILUNG OR PRE -DRILL
MULLION AND USE SMS LU b
m C
°' Tn co
EXTERIOR
q „ .P MULLION Z
EDGE DISTANCE
FOR MASONRY / \� N
ANCHORS LINTERSECTION ?
U-CLIP
A N
TYP. ANCHOR EXTERIOR '•d
Z
PERSUBSTRATE,
BEE TABLE8IB-10B ZQ N
4 TYP. ANCHOR SEE SHEETS 1&40FOR !— �
SUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS
ATTACAND HMENT SEE TABLES 1B-100 FRONT VIEW EDGE W g
J
a•. BY OTHERS, DISTANCE
SEE TABLES '
MBE b1EM'," q.. a �.. SEE NOTE I, �,° .'+i.,'.. 1&108 ~
• i ^,, SHEET I. a.:," �.± Z Q O
' •. a .' '..•.,•. D97ANCE a Z (A
MIN23KSICMCRFTEORCMU —SEE TABLES
MIN 2.7KSI CONCRETE ORCMU 1B•108 SIDE VIEW
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP. ANCHOR
A PER
SEE ERTABLES i,SUBSTRATE,
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATI ON °� ` SEESHEET9 PRODUCT REVISED
-108
ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 1S 20 FOR ® P ODUCT with UrePtmldB CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE as compldibg ying
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. \\ LOCATIONS Aeceplaeee No I
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. . `Y `` MULLION BK IfeUm1 ilate I(o
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ® Mlem ade PraducL "
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED �If
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS, DISTANCE
FOR S7EEL'STUDS,THINNERTHAN SEE TABLES `� ENSF '•,'P i
FRONT VIEW 16 GA AND COMPLIANTWITH THE FL BUILDING 1B-10B ` Qom?'' 1•\G
CODE, A 2X WOOD BACKER MUST USED. *•;' N0, 58705 _ ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW =
NOTES: — •' Of
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD SATE F
ANCHOR VALUES MAY BE USED. '����`�'••, FCOR\pP•'��```
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-17, FOR QUANTITY OF SCREWS. A. LYNNII{4i IL�ER, P.E.
FL P,E.# 5-70-
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A-E,
SHEETS 2 AND 3 FOR INSTALLATION
X TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN WITH 1'X4'X.126'
MULLION
INFO WOOD, STEEL, STANDARD CLIP TO BE
ALUM, CMU OR MASONRY MODIFIED INFIELD,
EXTERIOR
O
EDGE
DISTANCE
PERANCHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11"X .125" MULLION.
2) SEE TABLES 18-IOB FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
TYR ANCHOR
PERSUBSTRATE,
SEE TABLES 18.11B
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
OR 45*
BA
f� BAY MULL
INTO WOOD,
STEEL, ALUM
OR MASONRY EMERIOR
EDGE SOH
PRODUCT REVISED
as
c0mplyin3 with the Flmlda
BOildihS Code
WOOD, STEEL,
MU OR MASONRY 1
EDGE
O
AccoptlBtco No I
EX iiatic. Date
DISTANCE
By
PER
ANCHOR
Mi"ade7�d_uct:
—
¢
lfj
NOTES FOR INSTALLATION OPTION G & H:
\����0�1`I �......
••.�
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
WCP_NSF
2) DETAIL G: SEE TABLES 1B-11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE
* : No. 58T05
LOCATIONS.
_
cc3)
DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR
Is
HOLE LOCATIONS.ATE
P N_�
;SSION A- ,
o
A. LYNU MILLER, P.E.
FL P.E.# 58705
TABLE 1A
TABLE I
Anchor Capacity Table pbs)
Substrate:
Wk Concrete
3.6k Cone.
I Hollow CMU
Filled CMU
PTW40d
Me1w
AnChOf Clip PatternsUlllecon
AnchorType:
3118' Eleo Uhreoon
Or El. Ultlecmr
5116, E7co
3/18' Etco Unmcon
1/4° Edo Ullmmn
1/4" SS Elco
Aggm0dor
m16" Eleo
1.111m n
1/4' SS Elco
AggreOetor
010 Steel
Scmw(G6)
912 Steel
6omw (G8)
012 Steel
scm(G5)
Edge Mime try.
1'
2.1/2'
1'
2-1/2"
3.1IC'
1"
2-1/2'
1•1
2-1/2"
T
3•1le"
T
SAW
0,54'
01324"
Embedment (In):
1-3/4
1-3/4'
I-W
1424'
2"
iAl'r
1.1/4-
1-1/4'
1.1/4'
1.114"
2'
1.3/6'
1.3/6'
(eee note4)
2 Arohm Q4,76"Min. O.C.
I Standard m areal Cllp(Flg. t):
360lbs
390 lb.
450lbe
8601be
16"lbe
2701be
2801be
354lbe
7401De
408 lba
884105
11821b3
3201bs
4201be
SAO lbs
4 Anohom Q 1.15" Mln. O.C. / St.W rd (m OBeel) alp(Flg. 2):
4601be
7001be
WA
WA
WA
WA
380lbs
WA
Wq
WA
WA
WA
6521bs
B401bs
11201be
4 Anchom ®3' Min. O.C. / (2) 2eB C11pe / (Flg. ay.780
Angle
@e
780lbe
680lbs
1660IM
180 Ibe
640Ibs
660 The
WA
780 Ibe
930 I n
8801be
23641b
652 Ibs
8401be
11201he
2 Amhore C 0.46" Mtn O.C. I ll-Clip, IMo 1/a' Alum, (Flg. 4):
WA
WA
Wq
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
716 Ibe
1 AnchmI F-Cllp (Fig. 6):
195Ibe
1861bs
2261be
4451De
8221ha
1361ba
1401he
1771be
3701be
2341be
3321be
681 Ib'
183 be
2101De
280 @s
2 ArohoB ®1.16• MIn O.CJ F-Clip (Fig. 6):
210Ib9
350lbs
WA
WA
WA
WA
ISO lb.
WA
WA
WA
I WA
I WA 1
326Ibe
1 4201be
500 ors
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURE 3:
I* *71[F*- 01
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
Mle4rlVR. - II
=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.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 1(J-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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 6083-T5 AND BE A MINIMUM OF,125"
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.
® A
REVISED
a with lhd Florida
v 11111111�
AN
:���'•'��CENSE,R ��
A( N0.58105
%
A. LYNN MILiA, P.E.
FL P.E.# 58705
TABLE 2A
Anchor Capacity Table (Ibs)
Bubelrete:
2.7k Concrete
3.6k con.
Follow CMU
Filled CMU
PT Wood
Metal
AnehorClIpPeBerns
AneMr7ype:
Edge Distance (in):
3118"ElmUUewn
1• 2-112"
1/4'EleoU10man
1• 2-1/2'
6/18° Elm
Ullrcon
3.1181
3118"ElmWreon
T I a11Y
1/4•ElcoL$I,.m
1• &f!2'
114•S9EIcb
Aggre(eler
2'
W18'Elw
lAtroon
3-141
114.68EIw
AggreGator
2'
81091ee1
Screw (05)
0.48"
g129teel
6orw (06)
0.64'
g1281ea1
Scrw06)
0.324"
Embadmer 0n):
Z 2 Awhar 0 4.76' Min. D.C. Standard all,; Olfcet Glp (Fig. 1):
4 Anahore 1.16" Min. O.C. I Standard (or Offset) COD (FIG. 2):
4 Anchor ® 3" MIn.O.C. / (2) 2,1A ngle Glps/ (Fla. 3):
2 Anohore ®0.4t7' MIn. UCBp, Info 1/8' Alum (Fig. 4):
1.N4"
380Ibe
480Ibe
7801Ds
13/4"
O o lbs
no 16s
7B0Ibs
1�14'
460Ibe
WA
8801bn
1.N4"
BBD Ibs
NA
1660 lb.
2'
1e44 Ibs
WA
1BB8Ibe
1.114"
270 [be
WA
6401bs
1.1/4"
280 Iba
32016s
beD IDs
1-1/4'
354 Its,
WA
WA
1-1/4"
740lbs
WA
780Ibe
1.114°
488 [be
WA
g38lba
1.1/4-
684 Ibs
WA
ago Ins
2"
1182 Ibs
WA
2384ID9
1.3lB•
326 lbe
652 [be
0621bs
1.118•
420 Ibs
8401be
NO [be
(nee note 4)
560Ibs
1120lbs
11201be
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
718Ibs
1 Antler/ F-Glp (Fig. 6):
105Ibe
1051be
2251ba
M61be
022 be
1351b01be
s
14
e
1771b0Ibs
3T
2341be
3321be
591 lba
.
E
Tr uvic AWHOR PARN AND ANCHOR VALUES AS THE STANDARD CLIP.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(Di x (MULLION
') _ANCHOR CAP.—
`MULLION CAP.,,,°,,,,,
USE THIS FORMULA TO OBTAIN THEANCHOR
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.
Rod
Ex
FIGURE 1: FIGURE 2: PRODUCT RE
TABLE NOTES: as complying with the Florida
Buildibg Code I
0 11 IF-0 9 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. AccePta°°° No
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ,j 1.000` f— Ex Iretia Dace 100
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Miami adoprodud,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20, \ 1 I t l lilt
2,000"
�� Ny l• N
/
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN M/� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. \�� O ,,,.
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED [1171°
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED ' FIGURE 4: FIGURE 5: FIGURE 8: * ;• No. 58705 _
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF .125' 1' X 2° X 376" MULLION fC
--11---� THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,SHA THICK N GAUGE). STRUCTURAL STEEL TO BE AT
oil LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'O •'• OL 1�THE MATERIAL.tSTATIIF C[/
NA. 00
A. LYNI(1'fJ(ILL R, P.E.
FL P.E.# 68705
TABLE 3A
AnchorCapaclty Table (Iba)
Subalrale:
2.7k Concrete
3.6k Cone,
I Holt" CMU
Filled CMU
PT Wood
Mdd
AIIChOf Clip Pelleme Anclrorlype:
3/16'Elco
Ultiaeon
1/4'Elco
Ullrflcon
6116' Elw
311a"Elea
Ulimcon
1/4•Efco
Ultmcon
114• SS Elco
6/16" Elw
114° 68 Elco
N/0 6Yeel
N12 Sted
elect
N12 filed
lntracal
AgOreGolor
Ullrecon
AggreGalor
SareN (06)
6ctew (O6)
8w2
Edge Clstanco en):
1'
2-11T
1'
2-11Y
3.119'
1"
1 2.1/2"
1'
1 2-1/2'
Y
3.118"
Y
0.48•
0.64•
0.324-
Embedment(In):
2 Anclrom 04.76' Min. O.C. / Btentlanl or O3aet Glp (Flg. 1}
1.314"
990 Ibo
1-014'
3B0Ibe
1.014'
7.3/4°
2'
1644 Iba
1-114"
270 I W
1-1/4'
2no Iba
1.1/4'
3541ba
1.114"
7401bs
1-111'
466Iba
1.1/4"
6e4 Iba
Y
11821Da
7.3f8"
326 Iba
i-3/B`
420 Iba
(eeerote 4)
660 Ibs
4 AnWwe 1.16" Mln. O.C. / BtantlaM (or ORsd) Clip (Fig. 2):
4601ba
780 lbs
7001be
7801be
WAIbaWA
18B616a
6401ba
5831bs
WA
WA
7601ba
WA
WA
WA
6621De
8401bs
11201he
4 Andron ®3"M.11pe I(FIg.3):
Andom 0 0AW Mtn, O.C.1 U-CIIp, Into 1W` Alum. (FI9. 4):
WA
WA
=Lbs$90
WA
WA
936lba
880IW2
Anchor/ F•CIIp (FIg6):
19516e
195 W
6221be
1%7ft
WA
1401be
WA
1771ba
WA1
3702Anclwra
1.18' Mln O.CJ F•Clip (FlO.6
2401ba
3601Da—
WA
WA
1B0Iba
WA
WA
NnTF• FAC TUC Acre-- 1e 1 me - o.... ...
.....-.. .....�.-�.....�
... _.
WA
WA
WA
0281ba
4201ba
6601ba
-- nrv..nurc rn 1 r —4 — ANUnut< VAWtS A5 I ME STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21.
Aleunun
W-)XtMULLION 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,
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18.20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063.T5 AND BE A MINIMUM OF .12!
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.
ns complying with the Flbrld6
Building Code
Acceptance No 116
E ir01i0m' in".
D
Mi 'Dadalfi3duM
I111111//
," A,( LY N 4f, i���
NIP
I .•..CEN3F'•'`F•Q
* ' No.58705
�IA717213
STA
�iO��•'•. �CORIDP`••'•G.N:
R.
A. LAN WL1LER, P.E.
FL P.E.# 58705
TABLE 4A
I ABLE 4ti
Anchor Capacity Table (Ibs)
Substrate:
2.7k Concrale
3.6k Co..
I Hollow CMU
Filled CMU
PT Wood
Metal
Anchor COpPatterns
MchorType:
3/18'ElcoUllrecan
v4"EkoU0locon
6116' Eleo
LM—an
3l18"EIwUllrocon
1/4"ElnaUlrecon
114" S6 E[m
A04reGator
5/16" Elco
Ullracon
114166 Elco
AagW.lor
To Sleel
So.(GS)
012 8teet
SC—(GS)
612 Sleel
SCr W(G5)
Ed6s galenw
2
1"
2-112
3.116•
V
avr
2-vr
r
3-v8
r
0.46•
D.W
0(32V
Emdmentn:
1.314"
1,V4"
144-
2'
1414°
1.1/4"
1.114•
1-ve
1.1/4"
1.114"
2"
I've,
1-WO'
(sae not. 4)
2 Mchare ®4.76°Mo. O.C./
Standard or Offset Cris (Fig. 1):
39D IDS
ND1ba
4601ba
690Ile
164416a
2701bs
280 too
3541bs
7401bs
Z8Ibe
684lbs
118203
3261bs
4201bs
5801ba
4 Anchors (� 1.16" Min. O.C. / Standard (or Offset) CDp (FIB. 2):
480lb,
70D Ibe
WA
WA
WA
WA
380lbs
WA
WA
WA
WA
WA
8621ba
01
11201bs
4 Anchors ®3" Mln. O.G 1(2) 2x6 An81e Glpa / (FIO. 9J:
780Ibs
7801be
No Ws
16801bs
1.1.
64D It.
66a the
WA
7601bs
8381ba
BB01b,
230416e
852 to.
0
11201bs
2 Anchole (la 0.46• Mln. O.C. / UCllp, Inlc 1/B• Alum. (Fig. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
716lb.
1 Anehm I F-CDp(Fig. 5);
185lbs
185IN
12510.
44b las
8221be
135lbs
140 to$
177lbs
3701be
2141bs
1321be
591 lbs
163 ibs
2101be
200lba
2 Anchem a 1.16"Min. O.CJ F-alp(FI0. 6);
240The
3601be
WA
WA
WA
WA
1801ba
WA
WA
WA
WA
WA
3281W
4201W
860 lbs
w l _. FUn I HE vrrx 1 GLiF, USE THE SAME ANUr1uH HAl ItHN ANU ANCHOR VALUES AS THE STANDARD CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21.
m-n- umrAYI a ■
=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.
REVISED
S with the Flor14
FIGURE 1:
O
FIGURE 3:
O
FIGURE 2:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED CONTAIN UNUSED
--I 1.000" f--
2.760"
a—�L
Ex i1H1��iarUNat6e ) ,
B
MI a6proftt
�� ON�..... IV 4f,
�� '��; • 10ENSF'' • �F.P
.
• •
AND HOLES. HOLES MAY BE DRILLED IN
••'.
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
* ; �T
No.58705 ,
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
FIGURE 4:
FIGURE 6:
FIGURE 6:
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125°
0"
,•• ST EOOF(I :. <411
II
•
��
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
1• X 2.76• X.850• MULLION''•!c<OR1U
O '
.. G\?:
THE MATERIAL.
';
��7SS�0NA1- ?
A. LYNIf ItIIILtiE1R,1P.E.
FL P.E.# 68705
TABLE 5A
Mullion Capacity Table Ibalft2
Opening Widlh(for %erticalyspanningmullions)or
opening Height (for harizontally-spanning mullons)
50 in
60In
70 in
eD In
so In
tr
/ i4- 1001n _71;i,j
120 in
1401n
16010
1rx 126 r
�.600'm'glum
Reelengular
LwdOp
TreplMarg.
Losdug
Rectangular
Lcadrp
TraprTdary.
Loadlry
Rmlan9ular
Loacing
Trep/mang.
Loading
Rectang A.r
Loading
Trapmla*
Loading
ReAsMuler
Lwdhg
Tmp/Tdeng.
Lowing
Roelangeler
Yy LaedfO
'Trepridang:-
Loading
Rectangular
Loading
Treprrrlang.
L-Ing
Rectangular
Loading
olengutar
oading
Tfap/laang,
Lwdllg
Tutie'Muil,
�•
-
g
3
g�SaK is421n
117..4"
170,0
820
170.0
435
170.0
744
170.0
476
170.0
Sea
170.0
506
170.0
D92
170.0
510
100.0
1118
170.0
521
170.0
1240
170.0
521
170.0
1458
170.0
521
170.0
1735
.4
1802
170.0
521
481n
'170.D
708
170.0
W4
170.0
650
170.0
504
170.0
092
170.0
030
17MO
1133
170.1
861
170.0
1276
170.0
677
170.0
1417
170.0
860
167.7
1577
170.0
680
135.1
1677
.2
1577
170.0
680
60.8TS In
170.0
747
170.0
W3
170.0
896
170.0
631
170.0
1048
170.0
6H
170.0
118E
17co
723
170.0
1345
170.0
747
170.0
1494
170.0
766
141.7
1495
170.0
758
121.5
1405
170.0
756
106.3
1495
170.0
766
541.
170.0
797
170.0
612
170.0
968
170.0
691
170.0
1118
170.0
754
170.0
1275
170.0
803
166.1
1401
170.0
137
14"
1401
170.0
850
124.E
1401
170.0
861
100.0
1401
170.0
861
93.4
1401
170.0
Sal
Win
170.0
885
170.0
701
170.0
1063
170.0
797
1611.E
1158
Vel
870
130.7
1158
187.0
B28
123.3
1168
168.5
.7
111.0
116E
149.7
010
92.E
lise
144.E
903
79.3
1158
144.E
903
60.4
1158
1445
903
83In
170.0
030
170.0
746
169.0
1D49
170.0
e50
137.0
1049
156E
860
ilea
100
141.7
848
106.5
1040
1320
838
95.0
1049
125.E
828
70.E
1049
119.3
820
606
1049
110.9
819
69.9
1048
118.9
file
pi
681n
186.8
056
170.0
789
199.0
955
161,3
809
119.7
855
133.7
788
104R
066
121.4
776
828
B55
112.8
7B5
83.q
B56
108,4
767
QB.6
B56
89.8
749
fie8
955
88.7
748
621
855
Ba7
748
J
721n
128.E
003
134.8
887
107.0
803
114.8
602
87.8
803
101.1
870
80.9
803
97.2
869
71.4
603
87.9
649
84.2
803
78.8
842
63.8
803
722
832
469
803
89.E
628
40.1
809
68.7
827
781n`
109.2
721
114A
029
91.0
721
07.0
618
78.0
721
65.1
805
66.3
721
78.E
595
60.7
721
70.1
Sea
64:8;.
-721a
45.4
570
45.5
721
59.4
589
39.0
721
58.6
664
30.1
721
66.1
$63
781n
101.0
004
105.4
698
84.2
684
89.4
587
72.2
684
78.4
578
e31
884
70.4.
567
58.1
684
64A
659
50.5
684
59.9
651
42.1
834
64.1
541
38'1
684
51.3
SM
31.6
8S4
50.6
SM
901n
65,0
514
67.9
456
-8
514
57.3
448
47.0
514
50.0
440
41.1
514
44.8
433
38.5
fill
40.5
427
32.9
514
37.3
421
27.4
514
$3.0
412
23.E
914
30.4
406
20.6
614
28.0
403
981n
54.2
452
65.7
404
45.2
452
47.0
396
38.7
452
40.9
99D
t $3.9
452
38.4
384
30.1
452
32.9
978
27.1
452
30.3
373
22.8
452
26.6
365
19.4
452
24.2
359
lee
452
228
355
108 in
36.1
357
was
322
31.7
357
32.7
317
7/2
357
28A
312
23.8
357
26.2
308
21.1
357
22.7
303
19.0.
$57
20.8
209
a
95T
18.0
289
13.E
357
10.2
281
.11.8
387
160
283
PIH-fl-.2:
338
35.8
90B
29.2
338
501
301
26.0
398
28.1
28B
21.9
338
29.1
2B2
18.8
338
20.8
288
17.E
339
18.0
284
148
338
10.5
278
288
28.2
28S
20.1
250
23.7
?b9
10.8
288
20.5
256
17.3
T8B
18.1
252
164
2B9
16.3
24B
149
28B
14.8
248
11.8
289
12.8
240
8.B
289
11.4
236
8.7
289
144
292
Anchor Capacity Table (Ibs)
Subsu W
27k Conende
13.5k Conc.
Hollow CMU
I FBled CMU
PT Wood
Melel
Anchor ClipPatterns
Thor n'ar
3I16° Elco Ultreeen
id' FJm UlDaeon
5rie, WOO
SI18' Eleo Uilreean
V4' Eko Ullrewll
114' 8S Elm
6116' Elm
UP 6$ Elw
#10 Stsel
012 Sleet
912 Steel
Nlrecon
Apg aGetar
Uluaeon
Aggn#Bato
6arew (06)
Sc ew (GS)
Serew (GS)
Edge INstence M):
1"
2.1/2'
1"
2.112'
31/8"
1"
I 21112"
1"1
2-112'
2'
31/8'
2"
0.46"
0.64"
0.824"
Embsdmnt 1"),
b314•
1-3/4•
"4-
1G14"
7
1-174"
1-1/4•
1-114•
1.1/4"
1-114"
1-1/4"
7I-wr
1-I8'
(aca note 4)
2 AWh= (M 4.76" Min. O.R / 6tendaM Oil, (Fig. 1);
39D lbs
390IDS
4501bs
6901DS
1 41ba
2701Ds
WD IDS
3641DS
740IDS
408I W
60416s
l le2 IM
32a Ibs
420lbs
WOMB
4 Andrus81.14'Min, O.C. r StendaM COP(Fig. 2):
4SO IDS
7001DS
WA
WA
WA
WA
38D Ibs
WA
WA
WA
WA
WA
852 @s
8401bs
4 Anctlore ®3• Mln, O.C. / (2) 2x6 Angle Gipa (Fig. 9);
7B0Ibs
780IDs
880 O1s
16801ba
18BB Ibs
6401bS
68D Ibs
WA
7B0IW
9381bs
Beg IDS
298416a
65216s
84016s
112016e
1120IW
3 Andrus ®0.45• Min. O.C. / UCIIP, Into 11V Alum (Fig. 4}
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
10741b,
1 Anclmr / FCSp IFIg. S);
1951bS
1951DS
226 ms
4451Da
8221bs
1361bs
140lba
177 lbs
9701b3
2841De
3321DS
691 Ibs
1B31b9
2101Ds
280 Ws
2 AnsMsre @ 1.19' Min. O.C. / F-C9P (FIO. B):
NOTE: FOR TNF nFFCFT rl 10 I ICC TYC enw"e
24D Ibs
nninur.e
3501DS
e°wrt�e.,
WA
w.,.. ..,"",
WA
,.....,., ..�..
, WA
WA
18D Iba
_. ,_
WA
WA
I WA
I WA
WA
326 Ua
4201bs
S001hs
mmunVR {.m-UJI T AUJU0IMCI91 FUMMULA1
(DP ") x ( ANCHOR =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.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
•
0
•
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3:
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 le-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
FIGURE 4:
•
•
•
ANGLE CLIP MUST BE
FIGURE 5:
USED IN PAIRS.
FIGURE 6:
•
11
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126°
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" 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.
11-
�70
® hw
d�
R o
oY
es mmplylugwiththoPlOdda
F-1.000°�I Build u9 Code
Acceptanw No / "
E 'ratio to
MB
i BdoPloductCoa
1111111I1
3,126"
\� a•�• , • �IGENSF ' , �P �
k No.6870550
If
* _
G1•
1"X3.125'X.5'MULLION �
(V VF MULLION) i� ' •. FLORIOP• ' G;
�'!cSS�ONAG w,
A. LYN�I ivSI��E1R, P.E.
FL P.E.# 58705
TABLE 6A
'1f PLC 00
Anchor Capacity Table (Ibe)
Substrate:
2.7k Concrete
3.5k Cone.
Hollow CMU
I Filled CMU
PT Wood
Meld
AnehOrClpPeHema
Anchor Type:
3116' Elco Ullmann
1/4' Elco Ultrecdr
6/IW Eloa
Ullracon
3118' Elea UlVacon
1/4" Elco Ullraean
114' $S Elco
AggreGator
5118' Elco
Ultracon
114" SS Eleo
AggraGator
#t D Steel
Serow(GS)
#12 Steel
Scerw(65)
012 Steel
Serew(GS)
EdaD0lstanee(in):
1'
2.112-
1"
2-1/Y
3-118'
1"
2-VT
1"
2.11T
T
3.1/8'
T
6.48"
0.64-
0.324"
2 Anchors @4.75'Min.
Embodment(in):
O.C./ Standard Cllp(Fig .lor2):
1.7/4-
3901ba
1.314"
390 ibs
1.114"
45016s
1.N4"
8901bs
2-
16441be
1.114"
27016s
1-1lq"
280lbs
1.114"
3541ba
1.114"
740Ua
1.1/4"
468lbs
1.1/4'
604lbs
2'
11s216e
I-wr
328 Its
1.318'
4201be
(sao note 4)
660Ibs
4 Anchors @2.26" Min. O.C. l Standard Clip(Fig. 3):
70D We
700lbs
5801b3
14101bs
9521bs
WA
6801ts
WA
6301bs
WA
8801M
WA
0521be
840lbs
11201bs
6 Anchcm @ 1.16" WrL O.C. / Standard Clip (Fig. 4):
4 Anchors (� 3" Min. O.C. / (2) 2s6 Angle Clips (—Fig. 5):
0601be
780Ibt
1400 @s
780lb$
WA
900lbs
WA
1780lbs
WA
32881bs
WA
540lbs
780lbs
660 Ibs
WA
7081bs
WA
1480Ibs
WA
938lbs
NIA
1328 ibs
NIA
23641be
13041bs
652Ihe
18B0Ibe
5TI Ibs
B Anchors @ 3" Min. O.C. / (2) 2K6 Angle Cilia (Fig. 6):
4 ArroMre LA 0.45 Min. O.C. / U•C6p, Into 1!8' Alum. (Fig, 7):
Wo Ibs
WA
1170 lbs
WA
1020Ibis
WA
234016s
WA
2844lbs
WA
6101be
WA
6401bs
WA
WA
WA
1140IM
WA
14041bs
WA
13201bs
WA
3S481be
WA
97811,5
NIA
1280lbs
WA
M14b,
2 Anchom ®2.25 MOu O.C, / F•Clip (Fig. B):
3601be
311116
2B0Ibe
70616s
476 It
WA
2801W
WA
$151bs
0 ibs
44D Ib3
0 ibs
3281ba
420 Ibs4
Anchgp @ 1.15"Mln. O.C. /F4;IIp(Fig,9):4B0Ibis
KI E: FOR THE neeeeT n
70016a
WA
WA__
—WA
38DIts
NIA
N!A
NIA
N!A
WA
85216s
8401hs
4 r•HVII1
-ANCHOR CAP.,,,,
USE THIS FORMULA TO OBTAIN THE'AN CHOR
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.
—•—••--••••••-.�••.+"..� , .�LIN SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8:
• o 0 0 • o o • • o o • • • • • o • • •
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
0 0 0 • ° o o ° • o o • • • • • o • • •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 6: FIGURE 6: FIGURE 7.'
• • • • •
•
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL
MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD
FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20,
• • • •
ANGLE CLIP (FIGURES 686) MUST BE USED IN PAIRS.
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 0.65. 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). STRUCTURAL STEEL TO BE AT LEAST.125" THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,
--� 1.000' �--
4.000"
R125'
1' X 4' X .126' MULLION
es complying with tho FlorMs
Building Coda
Acceptance + No j
1; pimlieMDate %6
By
Mimn adoPrOduct' 1
�kllllllll//�
No.58705 * '
)(gE11
S OF
����'•. FLORIVP''�CO�:
ONA - .
A. LYNN MILLER, P.E.
FL P.E.# 58705
TABLE 7A
AnchorCapacily Table (Ibe)
Substrate:
2.71trele
3.6k Carty.
I Hollow CMU
Filled CMU
PT Wood
Melel
Atichor Clip Pfltlflrna
Anchor Type:
3/16' Elco Ultrecon
1/4` Elm Ullman
5116° Elco
31fe° Elco Ulireeon
114" Elco Ulbacon
114" SS Elm
611W Elm
1/4' SS Eloo
A10 Steel
#12 Slee1
#12 steel
UAreeon
AggreGelor
Ullmcon
AggroGator
Screw (05)
Screw (G5)
Screw (G5)
Edge Dletance Sn$
1" 2.1/2'
1" 2-112"
3-1/8"
1° 12-1/2"
1" 2.1/2'
2'
3-118'
2'
0.40'
0.ti4'
0.324'
Embedment On):
1.T4"
1 -1N"
1;1f4°
1.114'
2"
1414"
1.1/4'
1-1/4'
T:14°
1-U4"
1-1/4'
2°
1-318"
1-/8"
(See note 4)
2 Anchors @ 4.76" MIn O,C.I StendaN Clip (FIg. 1 or 2):
.390 lbs
390lbs
450lbs
SW lbs
1644 IN
2701ba
280 fb,
3541be
, 740 @s
488Ibs
654lbs
11B21bs
329[be
420Iba
560 (Da
4 Anchors @ 2.26" Min. O.C. / Standard Clip (Fig. 3):
7001ba
7001bs
680Ibe
14101bs
852lbs
NIA
560 W
WA
630 ma
NIA
BBO Ibs
WA
e521b3
840lbs
1120lbs
e Anchors 01.15" MAn O.C.! Stenderd COD (Fig. 4):
88D Ibs
14DO lb,
WA
NIA
WA
WA
760 lbs
NIA
WA
WA
NIA
WA
13041bs
1880Ibs
224016s
4 Anchors @3"Min. O.C.!(2) 2x5 Angle Glps(Fig. 5):
780lbs
780IN
900 Ibbs
1780 ft
3288lbs
640lbs
SBO Me
7081bs
148016s
838Ibs
13281ba
23841D9
85210.1
&10Ibe
11201bs
8 Ancham ®3' Min. O.C. / (2) 2x5 Angle CIIps (Flg. 6):
1179 Ibs
117016a
10201hs
2340lbs
2344 lbs
010lba
840lbs
WA
11401 be
1404 [be
1920 Iba
3548 Ou
B78 Iln
12801Ds
1880 Ots
4 Anchors 0.45 Min. O.C. / U•Cllp, Into 1/6" Alum. (Fig. 4.W
WA
NIA
WA
WA
WA
NIA
WA
WA
WA
NIA
WA
2 Anchors ®228" Min. O.C. I F-Gip (Fig. 8);
$50l6s
3501ba
200 Ibs
705 ibe
4761bs
WA
280 Ibs
WA
315 Ibs
0I.
440 Iba
Win;
NIA
3261bs
WA
420 Ibs
1432Ibs
550 Iba
4 Anchors ®1.16° Min. O.C. I F-Clip (Fig. 9}
4601bs
700 fb
WA
WA
NIA
NIA
380lbs
WA
WA
NIA I
rants.
NIA
WA
e52Ill
8401ba
1120lbs
(DPI,) X �,�-- jg =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.
• •— • —• • --• • •� ..• ..._ • ..� ,vac , nc onmc ANCHOR PA: r Esau AND ANUHUR VALUL5 AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGUREII; TABLE NOTES:
• o o ° • o o • • o o • • • • • o • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 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 18-20. ALL
FIGURE 5: FIGURE 6: FIGURE T. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD
• • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
• • • • 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 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125' THICK, STEEL STUDS TO BE A MINIMUM
ANGLE CLIP (FIGURES 5116) MUST BE USED IN PAIRS, 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.
PRODUCT REVISED
89 complying with the Florida
IBuildibg Coda
Acceptauca No
Ex iration4Dslo ��o
By
Mt adaProduct' 1
\\\11111111!/
` * No. 58705
Ix
A. LYNN �ILLER. P.E.
FL P.E.# 58705
TABLE 8A
Mullion Capacity Table Ibalk2
Opening Width (for vertically -spanning
mullons) or Opening Height (for hodzontany-spanning mullions)
601n
601n
701n
801n
901n
1001n
1201.
1401n
1601n
1,26" %
3.1.266 8E"%
Rectangular
LoadingLoam
Tnap/7deng•
RecWOWar
Loadln
7.70an9,
Loath
Loading
Rectangular
Load)
Loading
Traprman,
Loading
Reete ular
di
Loading
Ira don g
Loading
LoadingLoadln#
RedaA170.
Rectangular
lreprtden9.
Loadln9
Rectangular
Loading
Trep/rdang.
Loading
Rectangular
Loading
Traprtdang,
Loading
Raclan9uler
Loading
7rap/Tdenp.
Loading
Tube Mull
@rc
Fps
G�
dF
zC
B
8
B
pd
2LgY.�
s
2
{gad
3a�
51
f42
in
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
170.0
508
170.0
0-2
17D.0
11B
170.0
170.0
1240
170.0
521
170.0
148E
170.0
621
170.0
1735
170.0
621
161.8
1769
170.0
521
48 in
170.0
700
17D.0
624
170.0
850
170.0
684
170.0
902
170.0
630
170.0
1133
170.0
661
170.0
1276
170.0
677
17D.0
1417
170.0
BBO
164.8
1640
170.0
68D
132.7
1648
170.0
080
116.1
1W8
170.0
SOD
60.6261n
17D.0
747
170.0
612
170,0
698
170.0
631
170.0
1048
170.0
884
170.0
1105
170.0
727
170.0
1346
170.0
747
187.0
1465
170.0
766
139.2
1468
170.0
768
119.3
1408
170.0
756
104.4
1486
170.0
766
In
64,n
170.0
787
170.0
812
170.0
950
170.0
691
170.0
Me
170.0
764
170.D
1275
170.0
803
163.4
1376
170.0
037
146.8
1376
170.0
866
122.3
1376
170.0
861
104.8
1376
170.0
601
91.7
1370
170.0
Sol
60 In
170.0
885
170.0
701
170.0
1063
170.0
707
168.9
1168
170.0
878
139.0
1166
167.4
030
123.6
1168
168.0
910
111.2
1158
160.0
812
92.7
115a
144.8
905
79.4
1158
144.8
805
69.5
1158
144.8
905
631n
170.0
830
170.0
746
180.1
1057
170,0
860
1372
1061
165.8
802
120.1
1051
142.0
We
10,7
1051
132.3
897
96.1
1051
126.7
B30
B0.1
1061
119.6
822
86.6
1061
119.1
821
80.0
1051
118.1
821
66In
167.1
057
170.0
769
139.3
957
161.a
805
110.4
957
134.0
790
104.4
957
121.6
777
92.8
957
112.8
787
83.6
057
106.8
768
60,6
957
100.0
750
69,7
061
86.9
748
62.2
967
98.0
748
721n
128.7
804
135.2
696
1D7.3
804
116.2
684
01.0
8D4
101.3
671
BO.4
804
01.4
060
71.5
804
64.1
NO
A
8-004
7a.8
843
63.6
BW
72.3
633
48.0
604
60.9
620
402
B04
69.8
62e
761n
109.4
722
114.4
630
61.2
722
07.2
618
78,2
722
85.3
SOO
OBA
722
78.7
698
60.5
722
70.3
NO
64.7
722
65.6
680
45.8
722
50.6
670
39.1
722
56.7
665
342
722
50.2
664
f
781n
f012
685
105.8
600
84.4
W9
80.8
688
72.3
685
78.6
$77
0&3
888
70.6
686
ti8.2
686
04.6
600
60.6
686 1
80.1
859
42.2
BB6
W.9
W3
36.2
686
61.4
637
31.8
806
50.7
638
901n
66,9
615
68.0
457
$4.0
515
67.5
440
47A
615
60.1
441
41.2
516
44.7
434
35.0
616
40,6
428
33.0
515
37.4
422
27.5
615 1
33.1
413
23.5
616
1
30.5
407
20.0
SM
1
29.1
404
BB In
W.3
463
85,8
4D4
45.3
463
47.1
307
39.8
453
41.0
391
33.9
463
38.4
386
3D.2
453
33.0
370
27.2
463
30.4
374
22.0
453
28,a
388
18.4
463
24.3
380
17.0
453
22.9
358
108In
38.1
368
3B.D
323
31.8
368
32.8
318
27.2
358
28A
313
23.8
356
26.2
208
21.2
358
22.7
004
19.1
358
20.6
300
15.9
358
10.0
203
111 In
a6.7
338
35.8
306
28.3
339
30.1
301
25.1
338
20.1
297
22.0
338
23.2
293
18.5
338
20.0
269
17.6
339
10.1
286
12011
27,8
290
26.3
264
23.2
290
23.8
260
19.9
29.
20.E
268
17.4
200
182
253
16.4
290
10.4
249
1441n
18.1
201
18.3
166
00
AnchorCapecily Table fibs)
Subatrele:
27k Concrete
8.6k Can..
I tfallow emu
I Filled CMU
PT Wood
Matal
Anchor Clip Pattems
Anchor Type:
311W Wad Ultracon
1/4' Eloo Ulbacon
6/10' Elra
Ullracron
3116° Elco UlImam
114" Elco 111Dacc0
1!4' SS Eleo
W SS Eton
BI1B" Eloo
118" E1LRIxecon
1!4" S9 Eleo
AppSS E[c
41O Ste l
a10 Sleet
tl12 Sleet
S 12 Steal
tl12 Steal
8cre Steal
Edge DAWas go):
1"
2.1/7
1'
2-11r
3.1I8'
1'
2-1/2'
1'
2.1/2'
r
3.1l6-
7
0.4V
O.W
0.324•
2 Archon, ®4.)6"MIn.
Embedment(Inx
O.C./8tendab Gip (Fig. 1):
1.314"
3801be
1 1-84"
3801ba
1.314'
4501bs
1.714'
8901be
2'
18441ba
1-114'
270 lba
1.1/4'
2B0 Iba
1.1/4'
364 lbs
1.14°
7401ba
1.1/4"
4681bs
1-IW
a"1ba
2'
11821ba
1.3r6"
326 in
1-WO'
4201ba
(en We 4)
6801ba
4 Archon, (rp 1.16" MIn. O.C. / Slsndend Clip (Fig, 2y.
4 An.hon, S 3" MIn. 0.0. ! (2) 2a5 Angle Cgpa (Fig. 3).
4 Anchors ®0.45• MIn. O.C. / LLGip, into 118' Alum. (Flp. 4):
4801be
780Ibs
N/A
7001he
760 Im
WA
WA
6800.
WA
WA
1500Ibe
WA
WA
18961bs
WA
N/A
64011,3
WA
380 Iba
See lbs
WA
WA
WA
WA
WA
760lbs
WA
WA
8391be
NIA
WA
BBO lbs
WA
WA
23W Ibs
WA
652lba
8521bs
N/A
8401ba
840I0a
WA
11201ba
11201bs
1432 Iba
1 Arehart FCllp(FIg. 6y
1Ba I.
195 lb.
225lba
446Iba
822lbs
136lb3
1401bs
1771be
3701bs
2941ba
3321ba
6911ba
1a31W
2101be
2BOIbe
2 Anchors ®1.16' MIn, O.C. ! F-Clip (FIp. 6 :
NOTE- FOR THC nFFRPT CI ID r 1Re rue enaee
2401ba
(J
350 Out
WA
N/A
WA
WA
1901a9
WA
NIA
WA
N/A
WA
32B Ibs
4201ba
58D Iba
1 CHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
0 O
FIGURE 3:
ANGLE
. • • • CLIP MUST
BE USED
IN PAIRS.
FIGURE 4: FIGURE 6: FIGURE B:
M
••
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP„) X ( AHOR CAP.,,",,,,,\ -ANCHOR CAP.-
MNCULLION CAP., 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 MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6063-T5 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,
REVISED
g with Iho Florida
r�
* ND.58705
v `• Ck
i��•'• ST EOF ;' 4
/;,', &/0NAX-
1E.
A. LYNN P.E.
FL P.E.# 58705
'ABLE 9A
'I 71GLC :115
Anchor CapacityTable (Ibe)
Substrate:
27k Carver.
9.5k Cone.
1-1011m CMU
I Filled CMU
PT Wood
M.tw
AnCMrCOpPab8rt19
Anchor type:
3/1Y Elm Ullracm
1/4' Elea Uttrecon
5/1a' Elm
Uikaeon
3116• Elm Ultmwn
1/4' Elw Ullrawn
l/4 SS Elw
Aggr.Gator
silo' Elw
1.11.
114" SS Elw
AggreGaty
410 Steel
Screw(G5)
Al2 Steel
SCww(G5)
012 Steel
SCrew(Go
2Amhom �4.75'Mln
Edge Dletence an):
Embwment Qn);
O.C. I StaMaM Gip (Ftg, t or2):
.1.
2-llr
1'1
2-v2'
3.1/B'
f•
2.1/2
1'
I 2-1/2•
7
I 3.1/B'
I 2'
0.4Y
0.54•
0.324•
1al4"
38011u
1-314"
3901ba
1-314•
4501be
I-W
990Ib9
Y
184416s
1.1/4'
2701bs
1.1/4"
T 2801b3
1.1/4•
354lbs
1.1/4'
740 lb3
1.1/4'
468 Ios
1.1/4•
8041ba
2'
11821b5
131a`
3261bs
I f;uW
1 420lb.
(ante 4)
NO lb.
4 Anohort ® 2.88' Min O.C. / Standard Cllp (Fig. 3):
e Anchore ®1.71' MIn O.C. / Standard C8p (FIg. 4):
740Its
885lbs
7401ts
050 I
630 b3
758 m.
1485IN
1948 M
14241ba
WA
WA
WA
WO lbs
705 It.
WA
WA
605 lbs
7881ba
WA
WA
8801b.
WA
WA
WA
052lbs
67B Ibs
840 lbs
1250169
11201be
1880 Ibs
4 AnOlve ®S" MIn O.C. / (2) 2K5 Angle Clips (FIg. 5):
6 Antllva 9"Min. O.C./(2)2k6 Angle Clips (Fig. By.
3 Awhom @ 1.34" Min. O.C. / ll•Clip, Into 1/8° Alum (Fig. 4
8 ArJl m (1)I 0.84• MIn. O.C. / U�Cllp, Into 1/8° Alum (Fig. 8),
760IW
11701W
WA
7 ba
117DIW
WA
680Iba
1020its
WA
156D Ibs
234016s
WA
18B6Ito
28441he
WA
6401
810 bs
WA
5601ba
640 lbs
WA
WA
WA
WA
760lbs
1140lbs
WA
03a lbs
1404Ibs
WA
Sao Ibe
15201bs
WA
2364 Ibe
3546 Ms
WA
652Its
W81bs
WA
8401ba
12601Ds
WA
112016s
i8801bs
0741b
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NfA
WA
WA
21 IW
2 Anchors ®28Y Mla O.C. / F-Clip (FIg. 8):
370 Na
970 Its
316Ibe
7431be
712 lbs
WA
280lbs
WA
348Ibe
WA
MD lbs
WA
926 Ibs
420 Ibs
5001be
3 A..re � 1.71° Mln. O.C. I F•-GIP (F19.10):
390lbs I
390lba I
3401bs
780Its I
8481b.
270lbs
2601ts I
WA
WD Ibs 1
468 lb. 1
440 Ibe
1 1182 lb3
=6lbe
420 8n
68D Ibe
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
• o 0 0 • o o • • o o • • o o ♦
0 0 0 0 0 0 0 o 0 11:J0
O o o • 0 0 o O • • • o o
FIGURE 5: FIGURE 6:
• • • • 1
FIGURE 7: FIGURES: FIGURES: FIGURE 10: ANGLE CLIP
o• •• o o • Eo
(FIGURES 5&6)
• • MUST BE USED
oo • • IN PAIRS.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPI ) X ( ANCHOR CAP.,,,v "N _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.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20. ALL MULLION CLIPS MAY
BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON
SHEETS 18-20.
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 0,65.
ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A 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.
2" X 4' X .25• MULLION
No
\111111Y
LYNN Nz 11
* N0.58705 Y
_ t) 30�11 '�:
A STA E
PLORP
A. LY/IW (AILL�R P.E.
FL P.E.# 58705
A
TABLE 10A
Width
50 in 60 in 701n 80 m 201n _ too in 1201n 1401. 1601n
2 x6 x.26 Lm.18rg Loading Lmding Loading Loading Loadlrg Loatling Load]no ..Loading . ..Loading . Loatlbgµ ..Loa&li •"Lmdlnpa lya nLoamnp r �. trL�o0mn0 .
Alum. Tube Lbaeing Loaft
Mullion S� 89 S3 8 �� 3 12i
�P
g Sc ¢o' is Qf De ¢d f rc f g + Q g @ '2 K rc
9
TAQI C 4l1Q
Anchor Capacity Table (Ibe)
Suhabale:
2.7x Concrete
3.6k Ca"'
Hollow CMU
Filled CMU
I PT Wood
Metal
AnctwrCOpPettems
Anchor Typa
3116" Elm Uiracon
1/4" Elm UltM,m
B/18• 000
Ultmmn
Wis. Elm tutmem
1/4' Elm Ullr4can
114" SS Elm
A99.0.1or
5116" Elea
Ultmmn
1140 SS Elea
A99.0.1a
#10 6ted
So—(G5)
N12 6teel
8crew(06)
412 Steel
Screw(GS)
Edge Distance on):
mb Eedment On):
1"
2-112"
1•
2.112"
3.118"
1•
2.112'
1'
2-IL
2•
3.1/0"
2•
0.40"
0.54"
0.324"
1a14'
1a14•'
1,W
1.3f4"
2•
1.1/4"
1-114-
1-1/4'
7.1f4"
1.1/4'
1.114"
2'
1-3M"
tale•
4ea rate 4
2 Amhors 0 4.75" Min. O.C. / Standard Clip (Fla. 1 or 2):
4 Anchors 424.86" Min. O.C. / BlandaN GIp (Fip. 3):
ago ID.
71301bS
3001DS
780 IDS
4601DS
80016e
ago IDS
17801bs
16441be
30841bc
270 IDS
6401DS
2801DS
5601DS
3641bs
7081be
74D IDS
14801DS
488 IDS
836]be
884IDS
11041DS
11821bs
23641bS
326IDS
8621DS
420 lbS
8401DS
6601DS
11201be
8 Anchor ®1.71" Min. O.C. / Stenldard Clip (Fig. 4):
4 Ancha• ® 3" Min. O.C. / (2) 2x6 Angle Clips (Flo. 6)..
1180 lbs
7801DS
14001DS
7801bs
10101bs
0801bs
26951DS
16601be
NIA
16981DS
NIA
6401be
0401DS
sea 1bS
WA
WA
10961be
7801ba
NIA
9381De
WA
8801ba
WA
23641DS
1304 Ibc
6621as
10801b3
84h
22401be
be
8 Anchors ®3" Mln. O.O / (2) 2x5 Angle gips (Fig. 6):
12 Anchor 01.6" Min. O.C. / (2) 2x5 Angle Gips (Fig. 7):
1.34' Mln. O.C. / U•Glp, Into 1/B• Afum. (Fy. 8$
Alum. (Fig. 9):
Anchurs a 4.66" Min. O.C. / FCIIp (FIR. 10):
OV IDS
16801DS
WA
WA
38D Ibs
16801be
2100IDS
N/A
NIA
3801bS
13801bS
1440lbs
WA
WA
4601ba
3120IDS
37801DS
WA
NIA
890Ibc
3782 Ibe
WA
WA
WA
16321bS
10301be
WA
NIA
WA
2701bS
1120 IDS
1320 IDS
NIA
WA2
2801bo4
WA
WA
NIA
1620 Ibe
16001bc
WA
10M Ibe
WA
WA
17601be
WA
WA
4728 IDS
N/A
N/AWA
13M WS
1858IDS
142
bn
be
650.64•MIn.O.C./U-Gip,Into118•
Archon ®1.71" Mln. O.C. / F4;IIp (Fig, 11I.
6B0IbS
7001be
SOS Ibe
12881bs
WA
NIA
47016a
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE8: FIGURES: FIGURE10: FIGURE11:
O• 00 •0 O o0 00 o0 0 o0 oo• FIGURE 6: FIGURE 6: FIGURE 7:
ANGLE
• •• •• •• • CLIP(FIGURES
• •• •• •• • 5-7)
MUST BE
• •• •• •• • USED WPAIRS.
NT FORMULA:
=ANCHOR CAP..,,
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED" CORRESPONDINGTO 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.
N/AWAWA WA WA1Da1--2.000°--1
7401bS 48810586216e11B21Ds328165 531W WA NI862165W 250°
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 6 000"
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 18.20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-8(1. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO
BEAT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL 2" X 6" X .25'
MULLION
n
as complying with the Florida
Building Coda
Acmytance No 0,6
Cx Iratio) a
8y
MIam1 adb PmducL tin
111111I I".
Ly
* • No.58705
�• tS11 T�EOF`t 14,
�iO'C�.SS !cL OR10 FFFP�-/�G,=:
/n
A. LYNN UILLER, P.E,
FL P.E.# 58705
TABLE 11A
Anchor Capacity Table (lbe)
Subalrele:
27k Cmcrote
3.ok Cone,
Hollow CMU
FIlled CMU
PT Wood
Metal
' Anchor Clip Patterns
AmhotType:
31IV FJw Ultrocon
I/V Elm UB e=
eHS" Elco
Ullnwn
y1B' Elw UlVawn
1/4' Elw Ultraean
V4" SS Elw
AaoroGator
6118' Eleo
Macon
V4' 8S Etw
AaareGater
q10 Steel
Scm410w(GS)
N728teei
Screw (GO
q12 Steel
Screw (GS)
Edna Dletenee pn):
1'
2.1/2'
1"
2.1/Y
9-118°
1'
2-i/Y
1'
2.1/Y
Y
9-1fe"
Y
0.48"
O.bl'
0.924"
Embedment on):
4 Anchors ® 3" Mln. O.C. / (2)2x6 Anala CII (Fla. 1)•
1314"
7801b•
1-3/4'
1 780 I09
"1"
080168
1-314'
1li601be
1.
1Sae l0e
1-114'
li40 W9
1-V4'
6801b•
7-t14'
WA
1-V4'
780Ib.
1. W
03816•
1-1/4"
88016a
2'
23641ba
I -Mr,
I6621ha
1318'
84016e
pee We 4)
N32169
FIGURE 1:
ANGLE CLIP MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING
SEE SHEETS2-4 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 18.20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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 0.66. 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), STRUCTURAL STEEL TO BE AT
LEAST .125' THICK AND ASO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
X ANCHOR CAP. '—I ANCHOR CAP.,,,
MULLION CAP.,,,,,,,
USE THIS FORMULA TO OBTAIN THEANCHOR
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.
PRODUCT REVISED
as complyini; with the Florida
BuildihS Cede !"
Acceptance •�
Ex iiatio blab
II
Miami ado Product"Co 1
11111111//
�` '��`.•'�10ENSF''•.F�Q ��
140.58705
G` It 3oFt1 w
10NA\-E0
A. LYNW MfLTIER, P.E.
FL P.E.# 68705
6 a
TABLE 12A
Opening Width (forverlicaly-spanning
mullions) or Opening Height (for horizontally -spanning mullions)
30
60 in
win
701n
80j1nI101n
1DO In
120 In
1401n
1601n
Rectangular
Loading
Rap/Tdang,
Loading
Rectangular
Loading
Trap/Tderg.
Loading
Rectangular
L-64V
TtaprTnanp.
Loading
Rectangular
Loading
ReNanguler
Load'i g
Trep/Triang.
Loading
Rectangular
Loading
Tmpfrdang.
Loading
Rectsrgular
Loading
TMPTllarg.
Loafing
Rectangular
Loading
TrepWang.
Loadi
ReclargulerTrep/Tdeng3.25"
DEG. AL
_
�
�
.'__
^
TO!`
�'
F
k•
gg
a
g
.�' _BAVMULL
Loading
Lo8T
ing
&
i
TH,
Tlj�f
'g5Rv
rc
�I
11
f
g@
s�a's
I''TARI P ion
Anch'orCapacity Table (Ibis)
Substrate
2.7k Concrete
3.6k Copt.
Hollow CMU
Filed CMU
I PT Wood
Metal
Anchor Clip Patterns
Anchor
3/18" Elco Ultrewn
1/4° Elco Ullreeon
fill", Elm
Ulbecon
3178' Elco UlUecon
tlb' Elm Ultrewn
114' SS Elw
AggreGator
511"" Elco
Ultrecon
114° SS Elm
AggreGator
Y70 Steel
Screw(135)
Y12 Steel
Screw (G5)
Y72 Steel
Strew (G5)
Edge Distance (In):
1'
2.1/2'
1"
2.1YC
3•tf"•a
2-112"
2'
3-11
Y
0.46'
0.64,
0,324'
Embedment (In):
1.1N"
"14"
IT,
1.3/4'
Y
1.11.
1.114"
1.1/4'
1-114"
Y
1.318'
1.118"
(see note 4)
2 Anchors ® 6' M r. O.C. /(2) 2K6 Angle Clips (Fig. 1):
3301bs
330Ibis
450Ibs
680lbs
1700 Ibs
3541Ds
7401bs
480 Ibe
720lbs
11821bs
32" Ibs
420 Its
560 Ibis
4 Anchors (� 3.5'Mln. O.C. / (2) 2z5 Angle Cllpa (Fig. 2):
780Ibs
7"O lbs
7001bs
167016s
26261bs
WA
1120Ibs
e3" Ibs
"80Ibs
238/ Ibs
8521bs
84016a
112016s
"Anchors ® 2.71" Min. O.C. / R) 2.5 Angle Clips (Fig. 3):
1120Ibs
1120lbs
058Its
22481bs
2284 Ibs
WA
105g Ibs
WA
13201ba
WA
678Ibe
12"D Ibs
16801bs
FIGURE 1:
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 22 FOR INFORMATION ON LOADING
SEE SHEETS 24 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 1&20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG 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). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
1 wun VR l ArAui n T AUJU31 adI:N I- FUMMULA:
(DP_) X ( ANCHOR CAP. \ _ANCHOR CAP. —
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 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.
3D° BAY
MULLION
REVISED
g with the Fiend®
\0 ........... 4s
,N N•'�\CENSF' ,'p
No. 58705 * /.
-10
% b STATE 0
ORI
ONA�
A. LYNNIMILLER, P.E.
FL P.E.# 58705
TABLE 13A
Mullion CapacIW Table Ibsife
Opening Width (forver(icaly-epanning
m0ions) or Opening Height (for horizon(alyspanning mullions)
60 in
00 In
70In
180 In
80In
too In
120In
14D In
1001n
3.26" 46
17eotengtiff
Lcad(rg
Tmp/rdang.
Loading
'Rectangular
Losdlrp
TraWTdvg.
Loading
Rectangular
Loading
irep/Tdaig.[FloclergUlu
Lendingading
Trepriliog.
Loading
Rectangular
Loading
Tmp7Tdarlg.
Loading
Reclergular
Loedlrg
TreplTdang.
.,no
Rectemuler
Loading
Tmi'Zong.
Loading
Rectangular
Loading
Trep'Tdang,
Lowing
Redwo-ter
L.oeding
TmpRnam.
Loeding
DEG. ALkg•
BAY MULL�`
T
�-
P
�
$
_
$��
.1
�
fig'_
$
.�'
�
.�•
56.�'
P
�b•
47
>�
A'
g
r_
�G&
&@
�,ZfgQSea:421n
�'
170,0
820
170.0
435
170.0
744
170.0
478
170.0
680
17AO
508
992
170.0
519
170.0
1118
170.0
521
170.0
1240
170.0
621
170.0
1488
170.0
521
170.0
1735
170.o
621
1a0.3
lum
170.0
521
481n
170.0
708
170-D
624
170.0
050
170.0
604
170.0
982
170.0
630
170.0
1133
170.0
681
170.0
1271
170.0
877
170.0
1417
170.0
690
183.7
1637
170.0
080
140.3
IBM
17MO
880
122.8
1037
170.0
68D
60.625In
170.0
747
170.0
583
170.0
ace
170.0
631
1 00.0
1048
170.0
e84
170.0
1105
1 00.0
723
17e0
1345
170.0
747
170.0
1484
170.0
756
147.1
1652
170.0
766
120.1
1652
170.0
760
110.4
16$2
170.0
750
641n
170.0
797
12
170.0
0%
170.0
OBI
17QO
1116
170.0
754
170.0
1276
170.0
803
170.0
1434
170.0
837
155.2
1455
170.0
858
12a3
1456
170.0
Bat
110.0
1455
170.0
661
97.0
1455
170.0
881
so In
170.0
BBS
01
170.0
1083
170.0
797
17Q0
1240
170.0
870
157.1
1309
170.0
044
1347
1309
170.0
No
125.7
13M
1615
994
104.8
1309
157.1
982
B8.8
1909
157,1
982
7aB
1309
7b7.7
9B2
8316
170.0
930
46
170,0
1178
170.0
850
1028
1747
170.0
B40
142.5
1247
184.6
8B3
12&7
1247
1526
965
114.0
1247
144,3
952
85.0
1747
18a.2
WO
81A
1247
135.7
935
71.3
1247
135.7
035
170.0
874
88
170.0
1189
170.0
803
148.4
1780
1837
885
120.0
1790
147.9
-ii
I'a4
1180
136.E
928
1038
1190
12a4
914
aQ9
1790
118.6
BBB
74.2
7190
118.1
883
04.8
1180
178.1
603
J197.4
161.6
1010
77
j
134.7
1010
144.8
859
115.4
1010
127.2
842
101.0
1010
114.7
828
69.8
1010
106.E
817
B0.8
1010
98.9
007
87.3
1010
90.8
795
$7.7
1010
07.8
700
60.5
1010
87.7
788
178in
BDB
82
114.E
808
1220
77b
9a1
90B
107.1
781
85.9
900
9g.2
749
70.3
908
88.2
739
68.7
808
823
729
67.3
908
74.7
778
4g.1
808
71.2
710K21.3
BOB
70.8
706
0E127.1
881
4
1DS.9
887
1125
798
80.0
BBt
88.8
720
78.4
881
60.6
713
70.8
861
81.0
703
63.6
681
75A
694
63.0
out
68.1
681
46.4
861
84.5
67b
881
89.7
872827
848
4
6a9
649
72.1
684
59.1
848
62•
554
51.7
648
58.1
545
48.0
848
50.9
637
41A
848
47.D
53D
34.5
646
41.5
519
29.5
S48
38.2
611
648
38.6
60733.2
680
8
5e.a
see
69.1
499
48.7
568
51.4
461
42.6
We
45.8
403
37.0
685
41.4
476
34.1
b69
30.1
470
26A
568
33.4
459
24.3
668
30.5
452
US
26.7
447109
in
47.0
449
48.9
405
39.9
449
41.2
399
34.2
44B
35.7
393
29.0
449
31.7
3e7
20.6
440
28.6
392
230
449
261
377
20.0
4q9
71.7
988
17.1
4dB
20.4361
449
18.0
358
III In
44.1
425
46.0
385
36.8
426
97.8
379
91.5
425K
7.042529.1
387
24.5
425
28.2
962
22.1
425
24.0
368
18.4
425
20.7
Vic
16.0
425
10.6
343120111
34.9
SM
95.6
391
28.1
304
2B.B
32B
24.8
384
21.8
384
22.8
317
10.4
3M
20.5
313
17.6
984
16.7
309
1441n
20.2
253
20A
233 1
15.8
253 1
17.1 1
230
Anchor Capacity Table (Ibs)
Substrate:
27k Concrete
3.6k Cane.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Clip Patients A anorrype:
EdgeTa-tanco
ent(in):
Embedment (in):
2 Anchom@5'Mtn. O.C./(2) 2x5 Angle Clips(Fig.1):
4Anchom@)3.5"Mln.O.C.1(2)2xSAngI2 CBpS(Fig. 2):
B Ache e ® 2.71' Min O.C. / (2) 2x5Angle Cops (Fig. 3):
311e• Elm Uluecon
1/4' Elco Ultrecon
6/1e, Elco
lDtmcan
3118' Elan UlVaoon
1/4" Elm UlVacon
114" 93 EIm
ABgreGalor
6/10' Eleo
Ullmann
!14" 95 Elco
Aggraftor
BID Sleet
Scraw (05)
•12 Steel
Screw(GS)
g12 Steel
Screw (G5)
1°
2-1/2'
1`
2.112'
3.1/8'
!'
2.11Y
1'
2-11T
2"
3.1/8'
2"
0.48'
0.64"
0.324'
1-3I4°
3801b3
78DIbs
1120I38
1.T/4'
380 lbs
7801bs
1120lb8
1-/4'
450Ibs
79016a
9581bs
I -TV
egg Its
10701ba
224616a
2'
17001
26261.
225416s
1.1/4'
2101bs
64D Iba
WA
1.1/4"
Zee It's
6e01bs
64016s
1-114"
3641b3
NIA
WA
1-1/4'
740111
1120lbs
10591Ds
1.114'
4111bs
038 lbs
WA
1.1/4'
720 lbs
a801ba
13201ba
2'
11821bs
23B41be
WA
'1318'
32T s
052lbs
B781bs
1910'
IVB*20
840 Iba
12Bg Iba
(ace ante 4)
6Bnote
11201bs
16001bs
FIGURE 1:
FIGURE 2:
FIGURE 3:
r , * 1� I a 0 0
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
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 6083-T5 AND BE A MINIMUM OF .125"
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.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP ) X (_ANCHOR CAP.,-,.-) = 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.
PRODUCT REVISED
as complying with the Blonde
Bulldtilg Code „ _,,,,,,
V \11111 I11%
* r No. 58705
0 STA E O ,
;S,S/ONA\-
A. LYNkMILWk, P.E.
FL P.E.# 58705
iTA
STANDARD CLIP
IL
1
125"
77,
U
6003•T6 TB ALUM.
X-SECTION
2.125'
I
125°� I 4
-I .740. F�
6,500"
.375" 3.125" -I CUT HERETO .376'
_ CREATE F•CLIP, SEE MIN.
MIN. DETAIL F. SHEET
1.16° I A
MIN.
O.C.
'-- 0.312•
STANDARD CLIP
6063-TB ALUM.
TOPVIEW
6.500" •375°
376" MIN.
MIN.
I
1.15" n
MIN. Y 4
O.C. YYY I `O.312'
I B
D
I
OFFSET CLIP
6063-TB ALUM.
TOPVIEW
V X 2.75' X .650' MULLION
6063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
6063T6 ALUM.
2.000' X-SECTION
125.
¢ .338" MIN, f-5.000'
II .376" MIN:--
U-CLIP
6083-T6 ALUM.
AWO.226"Typ.
USED FOR ALL VX 2AND A_VX 2.75' MULLIONS,
SHEETS6-6 TOPVIEW
3.000"MIN.
338" MIN. U-CLIP
6063-T6 ALUM.
1' X 3.125' X.500"
A MULL ONLY, SHEET 9
E TOPVIEW
W.
3 MIN,
U-CLIP
6083•Te ALUM.
1.26° X 3.186° X 265'
MULL ONLY. SHEET 12
TOPVIEW
E
2X6 ANGLE CLIP
606346ALUM.
TOPVIEW
TABLE B
Mull Dimension (sheet #)
PGT Part #
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
1" X 2" X .125" (5)
66805
666113M
6661118M
666243M
666511 M
1" X2" X.375" (6)
666008
666114M
6661119M
666244M
666512M
1" X2.76" X.375" (7)
65607
666115M
6661120M
660245M
666513M
1" X 2.75" X. 650' (8)
66608
666116M
6661121 M
686246M
666514M
1" X 3.125" X.500" (9)
66637M
B661116M
6661114M
666242M
666515M
1.26"X3.188"X.2851(12)
66641M
6661117M
6661113M
666241M
66WI8M
1.26" X2,11" X.1125" (15)
69370
N/A
WA
WA
666517M
NOTES:
1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED,
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value (In)
For Mullion:
A
1.625
1" X2" X.126"
Aluminum
Tube Mullion
B
2.654
C
0.895
D
0.740
E
.450 Min.
A
1.125
1" X 2" X .376"
Aluminum
Tube Mullion
B
2.404
C
0.636
D
0.490
E
0.450
A
1.875
1" X 2.76`X
.376 Aluminum
Tube Mullion
B
3.000
C
0.757
D
1.118
E
A50 Min.
A
1.312
1" X 2.75" X
.650"
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
E
.450 Min.
A
2.000
1" X 3.126" X
.600" Alum
Tube Mull
B
2.637
C
0.863
D
1,137
E
.45D Min,
A
2.625
1.25" X 3.188"
X.266"Alum
Tube Mull
B
3.262
C
0.862
D
1.762
E
.450 Min.
A
1.813
1.26" X 2.11" X
.121' Alum
Tube Mull
16
* No.58705
Y(�rZ
II 311 lu
O STATE F _��
A. LYNN �tILLEL�i�, P.E.
FL P.E.# 58705
R
--j 1.000° 1.000" �-
4.000' 4.000'
.125"av-v.
125"
.125"
1"X 4'X.125' 1"X4'X.376"
MULLION MULLION
6083-TB ALUM. 6063-T8 ALUM.
XSECTION XSECTION
�2.661"�
1.377"� 125'
I
.126"
30'
3:250'
30• BAY MULLION
6063-T6 ALUM. I
XSECTION
.228"T -.981`+�
125"
46' BAY MULLI
6083-T8 ALUI
X-SECTION
TI
.226"-.981"►i
.125"
2,000"
I
.125"
STANDARD CLIP
6003-T6 ALUM.
XSECTION
6,600'�
.375"
3.126"�{
CUT HERE TO
CREATE F-CLIP,SEE
•376"
MIN.
DETAIL F, SHEET 4
1.1b"
MIN. Y
I
I
0,
0
.312"Y
O.C.
II
---
I
II
F
O
I
0
I
0
rt
STANDARD CLIP
6083-T6 ALUM.
TOPVIEW
6.600°�
.376' 376°
MIN. r'
MIN. I � i
MIN._ Y 0.312°
O.C.
2.250" 3.000"
LI-0 To
oi 0
NOTES:
1) ALL MULLION CLIPS MAYBE FACTORY MACHINED AND
CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
OFFSET CLIP
6063-TB ALUM.
TOPVIEW
338'
0
O MIN.
F
0226"
U-CLIP
6083-TB ALUM.
USED FOR ALL 1'
X 4' MULLIONS.
SHEETS 10 S 11
TOPVIEW
TART F n
TABLE G
-^1 F--.126"
2.000*
C.126"
2X5 ANGLE CLIP
6003-T6 ALUM.
XSECTION
�5.000' .375"
MIN.
0 .371
0.312" MIis
0 01
2X6 ANGLE CUP
6083-T8 ALUM.
TOPVIEW
Dimension
Value (In)
For Mullion:
F
3.087
1"X4"X.125"
Aluminum
Tube Mullion
G
1.00D
H
2.680
F
3.187
1" X 4" X .375"
Aluminum
Tube Mullion
G
0.757
H
2.430
F
2.813
30° Bay Mull
F
2.675
45" Bay Mull
Mull Dimension
(sheet#)
PGT Pert #
'Mullion
Std. Clip
OffsetCllp
U•Clip
jAnqIeCIIp
1" X4" X.125" (10)
693.64
666111M
6661122M
685241M
I 666518M
1" X4" X.375"(11)
66810
686112M
6661123M
666242M
666519M
30 Degree (16)
66649
WA
WA
WA
6665110M
45 Degree (17)
.66650
WA
WA
WA
6665111M
9
2.71" MIN. O.0
(BAY MULLS)
0 3.00" MIN. O.C.
(1` X 4" MULLS)
REVISED
a with the Flodds
Data
/� ��•IllllllffiV
LYNN 4f,�17��'�.
* ' N0.58705 * /
�� • A t 3E OF+ • �:
��T�'•••. FLORIDP..�(��_:
/0NA\-
A. LAI(IIMIIILt'lk" P.E.
FL P.E.# 58705
TABLE E
Mull Dimension
(shoot #)
POT Part#
Mullion
Std.Clip
U-CIIp
AngloClip
2" X 4" X .25" (13)
66602
666261 M
666271 M
6665112M
2" X 6" X .25" (14)
66604
666262M
666272M
6605113M
NOTES:
1) ALL MULLION CLIPS MAYBE FACTORY MACHINED
AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES
MAY BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION
METHODS.
2.000°
.375�°
MIN.
.260° 4.000'2'X4'X.25"
MULLION
6083-T6ALUM.
XSECTION
.
210.
-2.000'-j
2'X 0•X.26'
MULLION
6003-T6ALUM.
XSECTION
.375"
MIN.'
12-
7II-
STANDARDCLIP
2.000" 6063.76 ALUM.
XSECTION
I
.125•
1.490,
3.600" OJT HERE TO
ME DETAIL F. CREATE P •375°
SHEET4 MIN.
I
1.7I5' T-2
MIN ---L -�.o,
O 1 II
-2.620" L
STANDARD CLIP
6083-TO ALUM.
TOPVIEW
5.600"
COT HERETO
CREATECLIP,
376,
SEDETAIL
SE _ E DETAIL F,
r SHEET4
MIN.
1.713'
I
MIN. QC.
.
10
4.888"
6.4,
O
I
z.ezD°
L_
STANDARD CLIP
8063-T6 ALUM.
TOP VIEW
f--.125-
U-CLIP 2X6 ANGLE CLIP
2 125° 6063-T6 ALUM. 6003-TB ALUM.
X-SECTION 2.000" X-SECTION
I
T .125•
6AOD"
9.
0.225' .375"
3.000" MIN.D.C. Y
,375°
MIN.
o
I
p
1.344'
0.312'
O.C.
I
3438"-
3.438"
1
.375"
O O
I I I 1 11
L
O 0
1/
MIN.
.637' MN. O.C.
U-CLIP
2X5 ANGLE CLIP
6003-TO ALUM.
6063-TB ALUM.
USED FOR 2' X 4'
TOPVIEW
MULLION, SHEET 13
TOPVIEW
0.225' Er
O 3711'
I
1.344"
O.C.
OIO
t 6A38'
OIO
I
910 637" MN. O.C.
U-CLIP
6083-T6 ALUM.
USED FOR 2'X6'
MULLION. SHEET 14
TOPVIEW
i 6.00(r
2X5 ANGLE CLIP
6D63-TBALUM.
TOPVIEW
EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF.
1 INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'432+1" -66". REFERENCING SHEET 22. THE COLUMN USING
NOANCHORS IN HEAD ) ®�
--- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
SEE SEE y{ �-
FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X.376" MULLION LENGTH = 72', OPENING WIDTH = 70" MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/58.3 PSF AND WOULD P S D
FENESTRATION DETAILS, ( ) S"
NOT BE SUITABLE FOR THIS APPLICATION, e
PRODUCT'S SHEETS ^Yu
APPROVAL,-,,
PPROVAL 2.3
FROM TABLE 4A, SHEETS, THE 1"X 2.76" X .850" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72' OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION
LENGTH 4 2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 g
SEE . ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL, V)—Clirc
SHEAETs 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL 0
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCWITH THE :3E 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
2 0 L_ IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W o
s OaNCHOR6IG WWINOOW DTM THE ANCH�RCAPACITY PADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: m
DUTL(60 PSF) XIDTH ) - 524.8 LBS (MAYBE USED TO QUALIFY # to
10 STEEL SCREWS FROM TABLE 4B)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A
DESIGN PRESSURE OF +50.01.55.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105' AND THE OPENING WIDTH IS 38"+36"+1' =73°. REFERENCING SHEET 22,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
EXAMPLE 2: MULTIPLE MULLIONS
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF. IF THE TABLE DOES NOTSHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
MULL WIDTH
'Lr
FROMTABLE 3A, SHEET 7, THE 1"X 2.7W X .376" MULLION (LENGTH - 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/--15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 9A, SHEET 13, THE 2° X 4" X 250" MULLION (LENGTH -108", OPENING WIDTH - 801 HAS A DESIGN PRESSURE OF+/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS
SEE
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS.
SEE DETAILS,
3T FENESTRATION S saTS
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 361+36"+2'=74", NOT 73" AS PREVIOUSLY
PRODUCTS
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL",THE
73" DIMENSION (35-1/2"+35.1/2"+2'=73').
2) USE TABLE BB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED
VERIMALI, I
CONCRETE HEADER AND SILL ARE B° WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION ` _L SEE SEE J
USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
LENGTH 8 DETAILS, DETAIL E,
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
OPENING SHEETS 2a SHEET 3
FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X.260" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
HORIZ. 72,
MULLION
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2" -106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE
USED. FROM TABLE 9A, SHEET 13, THE 2• X 4' X.250" MULLION(® LENGTH = 42", OPENING HEIGHT -1201 HAS A DESIGN PRESSURE OF+/.170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS,
SHEETS
2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8"
2.3
WIDE. IF THE ,M.ULLION CLIP WERE TO BE CENTERED WITHIN THE O', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH
(4) W18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1- GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
38', NORIZ. II 30°, HORFL I
F--
ULL LENGTH MULL LENGTH
L."OPENING
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
WIDTH FOR VERTICAL MULL
ANCHOR TYPE IS A #12 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36° HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION QNTERSECTION).
THE LOWEST DESIGN PRESSURE IS +/.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
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
Vy
` No.58705
STATE F1
A. LYNNIM' XLP.E.
FL P.E.# 58705
■
a
EXAMPLES OF RECTANGULAR LOADING:
// V
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
PW .
PW
PAN
ON.
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
HINGED
DOOR
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDAL/tRIANGULAR LOADING:
r MOM
----------------- I r4,4601 ----- 40CI
►LSiZ�S� ►� ����!L!4� �\�iiiiiii j ii?iiiiii�
i
SGD
SING OF HORIZONTAL h
LOADING OF (2) HORIZONTAL MULLIONS
111®r, iji
HINGED
DOOR
II/
LOADING OF VERTICAL
MULLION
I
III,
'IIII/
�I
LOADING OF VERTICAL MULLION Gr J I
LOADING OF HORIZONTAL MULLION
N
PW
N�
PW co Z
p co
SH/DH0
HR / It
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
PRODUCT REVISED
1) DRAWINGS ARE
as complying with the Florida
dp
RERESENTATIONS OF TYPICAL
Accept uw
Acceptttaw No
PW CONFIGURATIONS.
iratio Date )
uj
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
Miami add Produc~^� I
t\1 �lll
2) IF THE LOADING TYPE CANNOT(LY
'
PW BE DETERMINED, USE
RECTANGULAR LOADING.
`�� O? • gNSE
5STp5 —
3) SEE PRODUCTS' APPROVAL FOR
` * Na,
ACTUAL ANCHOR LOCATIONS.
— �[
r
�
'rO SIN
FLLOR..-'*
LOADING OF HORIZONTAL
A. LYNN MILLEIF�,tP.E.
MULLION
FL P.E.# 58T05
RESIDP1VTIAL/COM MIER CIAL BUILDING PE-k►iIT CHECKLIST
Site Location: �..-.--�.-5� �..-N-
Permit Number:
WAEI , Yam+
Technician: C>--7 Y-T
x
General:
�'
�
Application completely filled out with notarized signatures
11
No
N/A
Sub Summary List with contractors' names and county & state
71-'Yes
Yes
No
N/A
certification numbers
rj -
N/A
Sub Agreements with original signatures
Yes
No
Owner Builder Affidavit
Yes
No
N/A
0-"`*N/A
Owner Builder Electric Affidavit
Yes
1 �
No
r�N/A
Filled Land Affidavit
Yes
No
! Yes
El
No
n N/A
Geo or -recorded warranty deed
Pa�Recorded
�
� N/A
Notice of Commencement
Yes.
�`
0
No
�N/A
Utility Agreement or Payment Receipt
Yes
r
No
10--1-
Vegetation Removal Permit
Yes
No
. /A
Non Conforming Lot of Record
Yes
No
N/A
Plans, Calculations & Attachments Q copies commerciall residential):
Complete set of plans with engineer/architect raised seal
"�Yes
Oj
No
P N/A
Truss plans reviewed and approved by engineer/architect
Yes
171
No
r-1-'N/A
Landscaping and parking plan
� Yes
Ul
U
No
N/A
3 Copies of approved site plans
Yes
No
' N/A
2 Sealed surveys or plot plans with dimensions, finished floor
Yes
'
No
N/A
elevation and setbacks
Health Department approval stamped on survey and floor plan
Yes
No
N/A
Health Department food establishment permit stamp on floor plan
f ' Yes
No
N/A
Manual J or Manual N calculations
Yes
U
No
N/A
Yes
Uj
No
N/A
Signed Energy Calculations
Ej
Sealed Wind Load Compliance Certification
Yes
No
N/A
Product Review Affidavit
l-1 Yes
No
N/A
r
Page 1 of 2
RESIdJENTIAL/C®lY.dliydbiJC9.CL.d'!flL BUILDING KdiA v,,IT CHEIL..IlSd�JISli
Site Location:
Permit Number:
_ -
Technician:—� ---
Other:Health
Department
Yes
r
No i
NIA
permit paperwork
CD for Fire Department if commercial or multi -family
rJ
Yes
No
N/A
DEP, SFWMD or Army Corp of Engineers
Yes
No
N/A
Pool Barrier Affidavit'
Yes
No __
N/A
Ground sign landscape affidavit'
Yes
No
N/A
Burn rate for sign cabinets
0
Yes
l 11
No
N/A
RV Mobile Home Tie Only (2 copies
and .Down
Permit Worksheet (Tie -down diagram)
Yes
Ell'
No
N/A
Manufacturer set-up and installation manual
ri
Yes
Uj
No
N/A
Yes
No U
N/A
Manufacturer blocking diagrams
n
Signed penetrometer test (1 copy)
U
Yes
No
N/A
�'
Yes
�
No
N/A
Stair details
�
�
Mobile home inspection report for relocation
Yes
No
N/A
Copy of Title for relocation
�
Yes
�
No
N/A
Class A approval from Growth Management"
Yes
No
N/A
Comments:
Dame: °
Si nature: Date:
Clear .dorm
Page 2 of 2