WS-18-3012Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
—� Permit,uo.: WS-10-18-3012
Permit Type: Windows/Shutters
Work Classification: Door Replacement
Permit Status: Approved
Issue Date:11/06/2018 1 Expiration: 04/01/2019
Parcel Number
297 NE 105TH ST, Miami Shores, FL 33138 1122310130400
Contacts
DAVID COLE Owner VISTA CONSTRUCTION SERVICES Contractor
297 105 BENJAMIN MENDIBLE
Description: REPLACEMENT OF TWO DOORS WITH IMPACT Valuation: $ 6,000.00 Inspection Requests:
RESISTANT ALUMINUM -GLASS DOORS 305-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$1.20
Scanning Fee
$9.00
Technology Fee
$3.00
Windows/Shutters Fee
$70.00
Total:
$140.80
Payments
Date Paid Amt Paid
Total Fees
$140.80
Credit Card
11/06/2018 $90.80
Credit Card
10/02/2018 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all
regulating construction and zoning. Othermore, I authori the above med contr d
UY) S 0'j G
will be done in compliance with all applicable laws
i stated.
//-
Authorized Signature: Owner
November 06, 2018
Date
Page 2 of 2
Miami Shores Village
BUILDING
PERMIT APPLICATION
Building Department ocr 02 2O s
10050 N.E.2nd Avenue, Miami Shores, Florida 33138-
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
(j �AFBC i20(1
�\` -�
Master Permit No. S Is -- --so
Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
r`�1 CONTRACTOR DRAWINGS
JOB ADDRESS: G(�-( l7 r� �� �V � �i�
City: Miami Shores County: Miami Dade Zip: 3,313
Folio/Parcel#: / l — ZZ 3) O V (jo Is the Building Historically Designated: Yes NO S
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Address: /�Z9 7AJi ��/ / 0
S
City: � L, z ✓Yl i j�P.
Tenant/Lessee Name:
Email:
State: F-7L Zip: 3 ---�S l .3 S
CONTRACTOR: Company Name: / (C�e? �"c,*/'cy jrLjy, es.j- phone#: e. Z6/ Sa 5 ,
Address: ---E�
City: Mt2
Qualifier Name:
State Certification or Registration M,,
DESIGNER: Architect/EngineeIr:
f i / A 1,— i--r _ _
Certificate of Competency* Y) z (a/ 5 10 S
Phone#: 30S - 34S - 333 S
City: N to 1 State: Zip: 3f 3
Value of Work for this Permit: $ (3Cj Square/Linear Footage of Work:
Type of Work: ❑ Addit74�,M7
❑ Aratio New [Repair a la ]� Dem lition
Description of Work:. �7-4d aaoYv� Llh�� �y[,ea QG �%�QL� t� '�
Specify colorofcolor thru tile:
Submittal Fee $ a-3 Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $ lf:� () ' so
.3b
ISSi,�
r
1 A
�T
..
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. .11�
Signature
OWNER or AGENT
The foregging instrument was ckno ledged before me this
day f 20� by
who is personally known to
me or who has produced V — V as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
Seal: +r MY
The foregoing instrument was ckn wledged before me this
�S day of fi� 20 by
\� F"dt�_Lllis personally known to
me or who has produced as
identification and who did take an oath.
NOT
Sign
Prini
SION p GG0720401 Seal
March 15, 2021
**s********s****s******s**s*s*s** **s****s**********s*******s**********s**********************s***s********
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
P If Owner is doing the work, include the Owner Builder Disclosure.
_j Require inspections: Buck (if greater than Ix), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS. DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11/17/2014
Yuris Ojeda, P.E.
14 NE First Ave. Suite 200
Miami, Florida 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
WIND DESIGN CALCULATIONS
Yuris O'e P.E.
25
FLA. PE # 72071
WIND LOAD ANALYSIS FOR COMPONENTS & CLADDING
PROJECT:
0
#00694
•
......
....
......
....
....
. .
....
....
.....
297 NE 105 ST
......
....
..... '
MIAMI SHORES, FLORIDA 33138
. .
. .
......
DESIGN CRITERIA:
* As per the Florida Building Code 2017
* Wind loads as per wind ASCE 7-10
* Mean roof height = 13'-0" (3:12 GABLE ROOF)
NOTES:
1) Any deviation from conditions shown on calculations to be engineered separately
2) Yuris Ojeda, P.E. will not provide a letter of compliance or inspection report unless
called during installation
3) Shop drawings are checked for structural requirements only t
CALCULATIONS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E.
PREPARED BY: YURIS OJEDA, P.E. SHEET 1 OF 3
WIND DESIGN CALCULATIONS
PROJECT:
297 NE 105 ST
MIAMI SHORES, FLORIDA 33138
CALCULATIONS ARE NOT VALID
UNLESS SIGNED, SEALED AND
DATED BY YURIS OJEDA, P.E.
REFERENCE SHEET
NOTES:
Yuris Ojeda, P.E.
14 NE First Ave. Suite 200
Miami, Florida 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
1) The Structural Calculations contained herein pertain to the performance of the approved Aluminum Windows
and doors under wind loads as per the requirements of ASCE 7-10 and FBC-2017. No other certification is made
as to any other element of materials or construction
2) The calculations contained herein are based on information provided by the fabricator to me. Information
pertaining to the building such as mean roof height, risk category, exposure category and distance from ocean
line have not been independently verified by me. It is the exclusive responsibility of the fabricator to provide
accurate building information. •
3) Aluminum Windows and Doors specified must be accepted by the Building Code.Corhpliande Office of 0448
County, Florida. It is the exclusive responsibility of the fabricator to independently v *'f that the; *'ndow�. •;; •
doors and mullions used have a valid product notice of acceptance in Dade County.... �.. .
.... .... . .
4) No certification is made with respect to water resistant and/or energy efficiency of •�yV4dows,•t}Qprs or ally..
other systems. Installation anchors should be sealed. Adhesive sealant shall be used between substrate and.ddor•
/ window frame. Overall sealing and flashing strategy for water resistance of installatronAall be'done by edie,s
...... . .
5) Assembly of aluminum windows, doors, mullions and frame attachment to main 4rutt4re must be in strict.:.
accordance to Dade County Product Control requirements. •
6) Glass thickness, frame embedment, and tempering is the exclusive responsibility of the fabricator and should
be documented with approved testing data.
7) It is the exclusive responsibility of the fabricator to coordinate and verify all dimensions and frame/glass
colors with architectural drawings and field conditions.
8) It is the exclusive responsibility of the fabricator to verify that any specified aluminum windows, doors and
mullions meet the required minimum wind pressure, as calculated herein, and shall be documented with approved
testing data.
MATERIALS:
Aluminum ( alloy 6063-T5 Fy=16 ksi and 6063-T6 Fy=25 ksi as applicable) Steel: ASTM A-36 MIN.
Concrete Inserts: Perma-Seal Tapper TM (Testing as per ASTM Standard E 488)
REFERENCES AS APPLICABLE:
1) Aluminum: Specifications for Aluminum Structures - The Aluminum Association.
2) Wind Loads: ASCE 7-10 and FBC-2017 Edition.
3) Steel: AISC LRFD Manual of Steel Construction 13th Edition.
4) Concrete Inserts: Red Head, Hilti, and Powers Rawl Data Sheets.
ESIGN CALCULATIONS
PROJECT:
297 NE 105 ST
MIAMI SHORES, FLORIDA 33138
CODE: ASCE 7-10 FBC-2017
BLDG ENCLOSURE CLASSIF : ENCLOSED
BUILDING RISK CATEGORY: II
Yuris Ojeda, P.E.
14 NE First Ave. Suite 200
Miami, Florida 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
EXPOSURE CATEGORY: C
V(ultimate)=175 mph V(asd)= 0. 00 x 175 mph= 0.775 x 175 mph = 136 mph
Kd= 0.85 Kzt= 1.00
MEAN ROOF HEIGHT: 13'-0"
ROOF SLOPE: (3:12 GABLE ROOF)
VELOC. PRESSURE COEF: K(h=13'-0") = 0.85
BLDG "w" @ NARROWEST DIM: 3 F-0"
CORNER DISTANCE FOR ZONE-5:
Yuris Ojeda, P.E.
a=0.1 OxLmin=0.10 x 31'-0"= T-2" (CONTROLS) • •
'TAS o l'?
or • •
a=0.4xh=0.4 x 13'-0"=5'-3" , a = WHICHEVER IS SMALLER ,BUT NOT LESS THAN 0.04 x 39'-0" • �; 0"
WIND VELOCITY PRESSURE CALCULATION • • • : • •
qh=0.00256 x Kd x Kzt x Kh x (V)2
qh=0.00256 x 0.85 x 1.0 x 0.85 x (136 mph)
2
•
7•••
••••
.••••
qh=34.21Ib/SQF •••••• • ••• ••0••0
to to
Go 0
DESIGN WIND LOAD CALCULATION FOR DOORS / WINDOWS (COMPONENTS AND CLAII<pjl Q . .'
DESIGN POSITIVE PRESSURE ZONES 4 AND 5: GCpi= +/- 0.18 (TABLE 26.11-i PAGt 258 10) ""•'
p=gh[(GCp)-(GCpi)] (Ib/SQF) GCp(+) , GCp(-) (FIGURE 30.4+1 PA•GE 335•ASCE 7-10). • • • ••
:
.• . •• •
DESIGN NEGATIVE PRESSURE ZONES 4 : �� • ' •
p=gh[(GCp)-(GCpi)] (lb/SQF)
DESIGN NEGATIVE PRESSURE ZONES 5:
p=gh[(GCp)-(GCpi)] (lb/SQF)
T-3:12 GABLE
ISi 4 15h=13'-0"
a=3'-2" a=3' 1
WALL ZONES
FINAL ALLOWABLE STRESS DESIGN (ASD) WIND PRESSURE RESULTS ARE SHOWN IN TABLE BELOW:
ELEVATION "A"
AREA= 18.96 SQF
ELEVATION "B"
AREA= 18.96 SQF
ZONE4
ZONE5
ZONE4
ZONE5
GCp (+)
+0.96
+0.96
+0.96
+0.96
GCp (-)
-1.06
-1.32
-1.06
-1.32
PRESSURE (+)
+39.0 PSF
+39.0 PSF
+39.0 PSF
+39.0 PSF
SUCTION (-)
-42.4 PSF
-51.4 PSF
-42.4 PSF
-51.4 PSF
CALCULATIONS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E.
PREPARED BY: YURIS OJEDA, P.E.
SHEET 3 OF 3
IMPACT DOOR INSTALLATION AT:
297 NE 105 ST
MIAMI SHORES, FLORIDA 33138
�:, n ; nElDT
oc oa oia
DATE
_v t CT i 0 GGp ls'l.:f NCE WI f'ri ALL FEJLRAL
ANC Lr,tjty Y HUL_, Arles R.ECII�LPTIO^,S
YURIS OJEDA, P.E.
14 NE FIRST AVE. SUITE 200
MIAMI , FL 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
YURIS OJEDA
STRUCTURAL
FLA. PE # 72071
DRAWINGS NOT VALID UNLESS SIGNED, SEALED
AND DATED BY YURIS OJEDA, P.E.
. .u.
0-4 • C4n
LL M
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ITITLE
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LAUNDRY
GARAGE
FLOOR PLAN
SCALE: 1/8"=1'-0"
DESIGN CRITERIA:
CODES: ASCE 7-10 FBC- 2017
BLDG ENCLOSURE CLASSIFICATION: ENCLOSED
BUILDING RISK CATEGORY: II
EXPOSURE CATEGORY: C
V(ultimate)=175 mph V(asd)=1(0.66 x 175 mph= 0.775 x 175 mph = 136 mph
Kd= 0.85 Kzt= 1.00
MEAN ROOF HEIGHT: 13'-0"
ROOF SLOPE: (3:12 GABLE ROOF)
CORNER DISTANCE FOR ZONE-5:a=0.10 x Lmin.=0.10 x 31'-0"=3'-2"(CONTROLS)
:a=0.40 x h=0.40 x (13'-0" )= 5'-3"
BUILDING CONSTRUCTION: STEEL REINFORCED CONCRETE STRUCTURE
CONCRETE BLOCK MASONRY WALLS
76'-0"
EXISTING WINDOWS NOT PART OF THIS EXISTING WINDOWS NOT
PERMIT /—PART OF THIS PERMIT -
BATH
FAMILY
BEDROOM
KITCHEN
BEDROOM I I I I DINING ROOM
O
EXISTING WINDOWS NOT
PART OF THIS PERMIT
EXISTING GARAGE DOOR
NOT PART OF THIS PERMIT
EXISTING WINDOWS NOT PART OF THIS
BATH
BEDROOM
LIVING ROOM
EXISTING WINDOWS NOT PART OF THIS
PERMIT
EXISTING WINDOWS NOT PART OF THIS
PERMIT
EXISTING WINDOWS NOT PART OF THIS
PERMIT
2" x 6"x 1 /4" CGI HEAVY DUTY ALUMINUM CLIPPED TUBE MULLION
N.O.A. No. 17-0630.11 CONNECTED TO CONCRETE AT HEAD AND SILL
WITH F-CLIP AS PER NOA USING (4) 1/4" DIAM. ELCO ULTRACON
ANCHORS AT 1.71" MIN. O.C. I-3/4" MIN. EMBEDMENT INTO CONCRETE,
2-1/2" MIN. CONCRETE EDGE DISTANCE.
YURIS OJEDA, P.E.
14 NE FIRST AVE. SUITE 200
MIAMI,FL 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
YURIS OJEDA
STRUCTURAL
FLA. PE # 72071
DRAWINGS NOT VALID UNLESS SIGNED, SEALED
AND DATED BY YURIS OJEDA, P.E.
• M •
•
.....,
z
z
O > M b
1�1�Cn~O
FLOOR PLAN
silln
111111
MARK:A
NOT PART OF THIS PERMIT PART OF THIS PPKMII ' ^"' ' "'� ' ' " •"'
MARK:B
PART OF THIS PERMIT
OT
VG WINDOWS NOT
PART OF THIS PERMIT
YURIS OJEDA, P.E.
14 NE FIRST AVE. SUITE 200
MIAMI,FL 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
0
YURIS OJEDA
STRUCTURAL
FLA. PE # 72071
DRAWINGS NOT VALID UNLESS SIGNED, SEALED
AND DATED BY YURIS OJEDA, P.E.
• cn•
•
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SPECIFICATIONS AND GENERAL NOTES
MARKS: A, B
1) SERIES "160 SENTINEL" ALUMINUM OUTSWING GLAZED DOOR W/WO SIDELITES - L.M.I. (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH
METRO-DADE PRODUCT APPROVAL No. 17-1226.05 EXPIRATION DATE: AUGUST 08, 2023
GL-A: 7/16" LAMINATED GLASS GLASS COLOR: SOLEXIA GREEN WITH WHITE INTERLAYER FRAME COLOR: WHITE POWDER GLAZING BEAD TYPE: SQUARE
_ 3/16" ANNEALED GLASS (EXTERIOR PANE)
_ 0.075" INTERLAYER SAFLEX CP BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER SAFLEX BY "EASTMAN CHEMICAL CO." OR 0.090" TROSIFOL PVB BY "KURARAY AMERICA, INC." OR 0.090" SENTRYGLAS BY
"KURARAY AMERICA, INC."
_ 3/16" ANNEALED GLASS (INTERIOR PANE)
MARKS: A, B
2) SERIES "HEAVY DUTY ALUMINUM CLIPPED MULLION" (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT
APPROVAL No. 17-0630.11 EXPIRATION DATE: MAY 26, 2021 MULLION COLOR: WHITE POWDER
JSE SOLEXIA GREEN GLASS WITH
WHITE INTERLAYER
MARK: A
QUANTITY: 1
MIAMI DADE NOA No. 17-1226.05
j. 34-1/4" F.W.
JSE SOLEXIA GREEN GLASS WITH
WHITE INTERLAYER
MARK: B
QUANTITY: 1
MIAMI DADE NOA No. 17-1226.05
NOTES:
1: DOOR FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT NOTICE OF ACCEPTANCE, REFER TO PRODUCT CONTROLS
2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A, DESIGN PRESSURES AND SIZE ARE PART OF THE PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT
3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (BEAMS, COLUMNS, FRAMING,ETC. SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSTED BY GLAZING
NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY
YURIS OJEDA, P.E.
14 NE FIRST AVE. SUITE 200
MIAMI, FL 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
YURIS OJEDA
STRUCTURAL
FLA. PE # 72071
DRAWINGS NOT VALID UNLESS SIGNED, SEALED
AND DATED BY YURIS (VEDA, PE.
• • • • • •
• • • OD •
• • • •Mil• •
• M
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SPECIFICATIONS & DOOR SCHEDULE
an■�
�11■1
o0-
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GaVLv�a��
2" x 6"x 1/4" CGI HEAVY DUTY ALUMINUM CLIPPED TUBE MULLION
N.O.A. No. 17-0630.11 CONNECTED TO CONCRETE AT HEAD AND SILL
WITH F-CLIP AS PER NOA USING (4) 1/4" DIAM. ELCO ULTRACON
ANCHORS AT 1.71" MIN. O.C. 1-3/4" MIN. EMBEDMENT INTO CONCRETE,
2-1/2" MIN. CONCRETE EDGE DISTANCE.
STILE END:
1/4" DIA. TEKS OR SELF DRILLING SCREWS FULL
PENETRATION INTO MULLION, LOCATE ANCHOR AT
6" MAX. FROM ENDS AND 16" MAX. O.C. BALANCE
3/4" MIN. METAL EDGE DISTANCE
HINGED FRAME JAMB:
1/4" DIA. TEKS OR SELF DRILLING SCREWS FULL
PENETRATION INTO ALUMINUM MULLION
LOCATE ANCHOR AT 4" MAX. FROM ENDS AND
12" MAX. O.C. AT HINGES AND AT 13-5/16"
BALANCE, 3/4" MIN. METAL EDGE DISTANCE
EXTERIOR
JAMB CONNECTION DETAIL
5 SCALE: N.T.S.
1/4" DIA. ULTRACON BY "ELCO" DIRECTLY
INTO CONCRETE 1-3/4" MIN. EMBEDMENT
INTO CONCRETE LOCATE ANCHOR AT 6"
MAX. FROM FRAME CORNERS, CLUSTER
OF (2) ANCHORS AT 3"O.C. AT MEETING
STILE END, 2-1/2" MIN. CONCRETE EDGE
DISTANCE, f'c=3 KSI MIN.
X
• ..•v
..
•.
I
d'
1/2" MIN.
SILL CONNECTION DETAIL
SCALE: N.T.S.
1/4" DIA. ULTRACON BY "ELCO" THRU Ix
WOOD BUCK INTO CONCRETE 1-3/4" MIN.
EMBEDMENT INTO CONCRETE LOCATE
ANCHOR AT 6" MAX. FROM FRAME
CORNERS, CLUSTER OF (2) ANCHORS AT
3"O.C. AT MEETING STILE END, 2-1/2" MIN.
CONCRETE EDGE DISTANCE, f'c=3 KSI MIN.
g„
1/2" MIN.
Ix_ WOOD BUCK
(DESIGNED BY OTHERS)
SHALL TRANSFER SHEAR
LOAD TO MAIN
STRUCTURE, BUCKS NEED
TO BE SEALED AND
INSTALLED PLUMB
HEAD CONNECTION DETAIL
SCALE: N.T.S.
YURIS OJEDA, P.E.
14 NE FIRST AVE. SUITE 200
WWI, FL 33132
P:(305) 345-3335 F:(305) 351-8854
e: yurisojedape@aol.com
www.ojedape.com
y
YURIS OJEDA
STRUCTURAL
FLA. PE # 72071
DRAWINGS NOT VALID UNLESS SIGNED, SEALED
AND DATED BY YURIS OJEDA, P.E.
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NI[AM I-DADE COUNITY
PRODUCT CONTROL SECTION
11805 SW 26 Street± Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/cconomv
CGI Windows & Doors, Inc.
10100 N. W. 25' Street
Miami, Fl. 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
.DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI
APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door
(L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and
last revised on 02/13/18, signed and sealed by Javad Ahmad, 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
Limitations:
1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in
sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly.
2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
^� NOA No. 17-1226.05
MIAM4DADECOUNTY Expiration Date: August 08, 2023
1 / Approval Date: February 22, 2018
bz_(tc.j201�
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of
11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on
AUG 05, 2015,.signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file #13-0226.06)
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(+50.0 PSF, sill S-1 only)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/
sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated
02/11 /2013, signed and sealed by Henry Hatem, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites,
issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015,
signed and sealed by Ramesh Patel, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511
Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/ 15 and last revised on
AUG 04, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 and -2009.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass ® Interlayer", expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core",
expiring on 12/11/18.
1,
Jorge M. Plasencia, P.E.
Pr duct Control Unit Supervisor
NOA No 17-1226.05
Expiration Date: August 08, 2023
Approval Date: February 22, 2018
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5`h Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance and addendum letters, as part of the above referenced test reports.
G. OTHER
1. This file NOA revises # 13-0226.06, expiring 08/08/18.
2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)",
sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated
01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, 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
Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/
sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17,
signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with .FBC 61h Edition
(2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad
Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
orge M. Plasencia, P.E.
Produ t Control Unit Supervisor
NOA No 17-1226.05
Expiration Date: August 08, 2023
Approval Date: February 22, 2018
E-2
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry
Glas® (Clear and White) Interlayer", expiring on 07/04/23.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex Clear & Color glass Interlayers", expiring on 05/21/21.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their
"Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on
12111/18.
4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol®
Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance to FBC 61n Edition (2017) and of no financial interest
prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA #14-1015.04, expiring on 08/08/18.
2. Test proposal #16-0947, dated 07/26/16, approved by RER.
orge M. Plasencia, P.E.
Prod et Control Unit Supervisor
NOA No 17-1226.05
Expiration Date: August 08, 2023
Approval Date.: February 22, 2018
E-3
SERIES SENTINEL 160
ALUMINUM _ �WWG DOOR If/ SIDELITES
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDEUTES.
SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR.
DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER
INFILTRATION RESISTANCE.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND TO BE REVIEWED BY BUILDING OFFICIAL
3/16- ANN. GLASS
.075' Soflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Soflex Clear And Color Glass
INTERLAYERS By 'Eastman Chemical Co.'
.090' SentryGlos
By Kuroray Americo, Inc.'
.090" Tros;fol PVB
By 'Kureray America, Inc.'
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INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1
DETERMINE DESIGN WIND LOAD REOUIREMENT BASED
ON WIND VELOCITY, BLDG- HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2
FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES
SEE SHEET 2-
STEP 3
FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 3.
STEP 4
FOR SIDEUTE COMBINATION WITH DOOR
SEE MULLION CAPACITY CHART ON SHEET 4.
STEP 5
THE LOWEST VALUE RESULTING FROM STEPS 2, 3
AND 4 SHALL APPLY TO ENTIRE SYSTEM.
3/16- HEAT STREMD GLASS
.075" Sc€lex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Gloss
INTERLAYERS By 'Eastman Chemical Co.'
.090" SentryGlos
By 'Kurerey America, Inc.'
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HEAD ANCHORS QUANTITY AT STILE ENDS
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WITH SADDLE (ADA) SILL
HINGES:
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TOP AND BOTTOM H:NGES AT 6-7/8" FROM EACH END
INTERMEDIATE HINGES EQUALLY SPACED
(3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY)
(4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD)
(4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD)
FEB 1 5 2018
PRODUCT REVISED
as comp)yIng with the Florida
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WIDTH
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70.0
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Expiration Date 08/08/2023
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M IAM I•DADE MIAMI-DARE COUNrY
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) www.tniamidade.Qov/economy
CGI Windows and Doors, Inc.
10100 NW 25' Street
Miami, FL 33172
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.-
bESCRIPTION: Series "CGI Heavy Duty" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0630.11
MtAM1 DARE COUNTY Expiration Date: May 26, 2021
Approval Date: December 14, 2017
IZ uS { E? Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
I through 25 of 25, dated 08/29/11, with revision B, 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 2411.32.1, 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 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
ree M. Plasencia, P.E.
Produc Control Unit Supervisor
NOA No. 17-0630.11
Expiration Date: May 26, 2021
Approval Date: December 14, 20.17
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Private Labeling Agreement document in conformance to Product Control guidelines
dated 02/15/16 signed by Mario Ferrucci III.
G. OTHERS
1. None.
2. NEW EVIDENCE SUBMTTED
A. DRAWINGS
1. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Structural analysis complying ,Nith FBC 5" Edition (2014) and with FBC 6t5 Edition
(2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony
Lynn Miller, RE
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 6t6 Edition
(2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
rge M. Plasencia, P.E.
Prod t Control Unit Supervisor
NOA No. 17-0630.11
Expiration Date: May 26, 2021
Approval Date: December la, 2017
E-2
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. This NOA revises NOA #16-0218.04, expiring on 05/26/2021.
rge M. Plasencia, P.E.
Prod Control Unit Supervisor
NOA No. 17-0630.11
Expiration Date: May 26, 2021
Approval Date: December 14, 2017
E-3
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE OPEN:NG WIDTH FOR VERTICAL MULL
MULLIONS SEE DETAILS
A-DGH;
_ SHEETS 2-4
SEE DETAILS -; I%rk
ATHItUG;
SHEETS 24
1
VENT.
NULL
LENGTHIk
1`
I
III l
J SEE DETAILS
�HCRIZONTAL A T H;
MULL SSHEETSETS 2 4
LENGTH
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MU..L CONFIGURATIONS:
h:ULL
LENGTH I~
-
t
OPENING
HEIGHT
f
MULL
LENGTH
I---CPENING WIDTH--;
r�
SINGLE MULLION SINGLE MULLION
SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
CODES / STANDARDS USED:
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 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP.
SHAPE
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. 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.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ATHRU G: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHEETS 2d PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
nacwrrr_
HEIGHT
6) "'HEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FOR
HORIZONTAL
MULL
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
SEE DETAIL E,
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE_ ANCHORS SHALL BE COATED OR CORROSION RESISTANT
SHEETS
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FENESTRATION
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
PRODUCTS MAY
BE OF ANY TYPE.
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE
COD=, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
MAhtUFACTURED
BY CGI•
CGI-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
I+--HORIZ. MULL LENGTH ---I
0
F
I
62017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
e2014 FLORIDA BUILDING CODE (FBC), STH EDITION
•ANSUAF&PA ND$-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
•AISC 360-10
I'VFC VtPC I It -AL MULL
_ OPENING WIDTH
- FOR VERTICAL MULL'
MULTIPLE MULLIONS
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
H
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT=) 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 25 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR-TRIANGULAR/TRAPEZOIDAL",
GENERAL NOTES ...........................
1
INSTRUCTTIONS ........................ .......
1
ELEVATIONS ...................................
1
MULL TO 2X WOOD ........................
2
MULL TO 1X & MASONRY ..............
2
INSTALLATION NOTES .............
2
MULL TO MASONRY ................. _....
3
MULL TO STEEL STUD ... _..............
3
MULL TO MULL .......................... .....
3
G
ALTERNATATE CUPS ..................... 4
BAY MULL INSTALLATION ..............
4
LL
1 X 2 X .125 MULL SPECS ...............
5
cr
LL
1 X 2 X .375 MULL SPECS...............6
a
1 X 2.75 X .375 MULL SPECS..........
7
1 X 2.76 X .65 LgJU. SPECS ............
8
1 X 3.125 X .500 h!ULL SPECS-_.
9
1 X 4 X .125 MULL SPECS...............10
�
1 X 4 X .375 TUBE MULL SPECS..._
1=
1 X 4 X .375 T MULL SPECS._.. ...
11 ••
1.25 X 3.188 X .266 MULL SPECS_.1Z
1.25 X 3.25 X. IDO MUU SPECS.....13
••
C
125 X 3.25 X .624 MULL SPECS.._.14"
P
1.25 X 3.94 X .624 MULL SPECS.,...15
• •
2 X 4 X .26 MULL SPECS .......... _...,
2 X 6 X ,26 MULL SPECS.........._....17
it..
°B
1,26 X 2.11 X, 125 MULL SPECS....
118%
30- X 3.25 BAY MULL SPECS.........
V36
45-X 3.25 BAY MULL SPECS__.....
44 •
z
MULLION & CUP DIMENSIONS-....
1-
EXAMPLES 1 & 2..............................
LOADING EXAMPLES ...........
4
••
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT-) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBS/F 1) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM) 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 WINDLOAD 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 03TAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING- (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBS/Fr) 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.
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PRODUCT REVISED
as comp ng with the Florida
Building ode
NOA-No. 17-0630.11
Expiration oats 05/2612021
By
Miam o Product Control
1%111111/1
sk,%%ONY LYNN
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* No, 68705
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A. LYNR, P.E.
FL P.E.# 58705
,•
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
SEE SHEETS °ice I
EITHER v 1 t! 21-23 FOR HOLE
EI6 ! t
STANDARD OR �> •'J `�� 1 LOCATIONS
OFFSET MULL o e FOGE m a I \
CUP MAY BE s \ DISTANCE
INSTALLED BY I FOR WOOD I I ! u
THIS METHOD. fie` Q\°� a • SCREWSC.25X MAX FOR
a s I I
a \ \`171� LL MULLIONS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18-16B
EDGE/END
DISTANCE
SEE TA13LES
1 B-13B
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRE-SENTATICN
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 OFFSET CLIP MAY BE USED,
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXH=_AD OR FLATHEAD.
4) WDOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO IM' S.S. AGGREGATOR MASONRY ANCHORS.
n
EXTERIOR
EDGE 4
DISTANCE
FOR
MASONRY .,
1P IS ANCHORS
)FOR °
sA i a,
r. C2
)
w" x �
LLION 31c es,i oe!z
BUCKSTRIP TYP. ANCHOR >
AND
ATTACHMENT f —SEE SEE TABLES 1B-135 ® V
BY OTHERS,
SEE NOTE 1, �� N
SHEET 1, - D c)
w z � W
MIN 2.7 KSI LLI
V) Q
CONC TE OR CA1U •' I i E sTANCE, {n
F-----SEE SEE TABLES W
EDGE DISTANCE. 48-138 FOR MASONRY Q
ANCHORS I% m A •
\ SIDE VIEW ••• • ) B.
n .... ..
a EITHERTHE •
° STANDARD OR • • • •g V d m
OFFSET MULL • • • ID Z t L
dCLIP MAYBE w
INSTALLED RY T3 „J 0CCSS Q' G
•• •g Q •Z • r h
F r •�•
• C9 vee O CD � l
••
0�Q O La d•
Mttl o 111 • •
aj N • Y Y
FL SO cf)
C: Q Z O
Q. Z WO yQ
TYP. ANCHOR O _®— & 3 X i0m
PER SUBSTRATE, V 9 a° cn ¢�
j�SE[ TAEILES 1B-138
PRODUCT REVISED
j+ BUCKSTRIP as complying with the Florida
AND Building Code
ATTACHMENT NOA-No. 17-0630.11
EMBEDMENT' BY OTHERS,
f ! SEE NOTE 1• Expiration Date 05/26/2021
i SHEET 1.
By
I ' . miamtma Product Control
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
VICEN4
* N0. 58705
o ' STATE 1- tci
�X
' •.aCOf2tOP,.•'G�
S10N
�SAt
A. LY�iIV11UhR, P.E.
FL P.E.# 58705
••
•
.•
1.
•
•
•
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
MN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
INSTALLATION NOTES:
THE OFFSET CUP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES iB-138
I EDGE
DISTANCE
SEE TABLES
MIN 2.7 KSI CONCRETE OR CMU 18-13a
SIDE VIEW
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS 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 OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS.
DETAIL E:
MULLION TO MULLION
INTERSECTION
(U-CLIP)
VARIES c ,
TOP VIEW
VARIES
INTERSECTION
'—U-CUP
FRONT VIEW
NOTES:
1) MAY BE INSTALLED IN 'TEE' OR 'CROSS'
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
3) SEE U-CLIP DRAWINGS, SHEETS 21-23 n
FOR CORRESPONDING MULLION. K
#12 STEEL SCREWS,
-
-SELF-ORILLINGORPRE-DRILL
MULLION AND USE SMS
r-MULL!ON
Ilk
EXTERIOR
SEE SHEETS 21-2:i FC
HOLE LOCATION
EDGE
DISTANCE
SEE TABLES
16.13B
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
TYP. ANCHOR
PER SUBSTRATE,
� SEE TABLES iB-138
a SEE SHEETS
21-23 FOR
`. HOLE
LOCATIONS
MULLION
�I� ✓
n + i ' FOR STEEL STUDS THINNER THAN
FRONT VIEW 111Ij + 16 GA AND COMPUAINT WITH THE FL BUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE VIEW
SIDE VIEW
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M- 7
PRODUCT REVISED
as comp ing with the Florida
Building de
NOA-No. 17-0630.11
Expiration ,Da�tej05/26/2021
By'�'`F'r'-- ---
EDGE -- —
DISTANCE `\`�1, �{ LYN ''''/,
SEE TABLES �� Q` `• • ..... ! Y
1B•13B '��• ' �,tCENSF���
�No.58705 -•
STATE CO
10
A.'"NNIM�i� P.E.
FL P.E.# 58706
Is
1!
EXAMPLE 1: SINGLE VERTICAL MULLION
MU
LE
NO ANCHORS IN HEAD
SEEE
-- SEE
FENESTRATION
DETAILS,
PRODUCTS
SHEETS
APPROVAL
2-3
r' --I-
�-'-T
LLION
4GTH
4
SEE
i
I
IDETAILS,
SHEETS
/- 2-3
NO ANCHORS TN WINDOW SILL
i 1--NIVLL --WIDTH
OPENING WIDTH ---
EXAMPLE 2: MULTIPLE MULLIONS
MULL ►'YIDTH:1 � SEE DETAILS,
SHEETS23
32.
SEE
FENESTRATION
SEE \
DETAn_S, 1
PRODUCTS
SHEETS
APPROVALS
2-1
r
I
-1 r
r -
r I
VERTICAL Ir
I
'..'--SEE
'- - SEE
DETAILS,
SHEETS 2-4
SEF
DETAIL E,
SHEET 3
MULLION L�
LENGTH
S
OPENING
HEIGHT
FOR
HORIZ.
MULLION
ri
SEE
DETAILS,
SHEETS
2-3
38", HORIZ ���38-, HORIZ
MULLLENGTH MULL LEZ71.1
OPENING WIDTH FOR VERTICAL NULL
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 +60.0/-60.0 PSF. o 4
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1' =65'. REFERENCING SHEET 25, THE COLUMN USING u a r &
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WIDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED ! iO l A I; R. g9 91 g s
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. � c a A € I d $ 9 O� W3da
FROM TABLE 3A, SHEET 7, THE 1• X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD e � C g � y 4
NOT BE SUITABLE FOR THIS APPLICATION. ® „ z o
g=
FROM TABLE 4A, SHEET 8, THE 1• X 2.75" X .650"MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 6W LBS. r _
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
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. Z 0) N � LH!
o 11
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL Z
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND -I HE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J V
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U.
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. ALTERNA 1 i1 f LY • LU • O O
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: • .' : co
ILL
(60 PSF) X ( 6-' L') - 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) • • ~ • • 019
72.7PSF •.••,• • �24(
Z • z , �•i••• ••. I
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.(Y-55,0 PSF. f'•
Q ��
•• •• J • J
fill
FOR HE VERTICAL MULLION: �„=. � � r,, �
• • Z • ~ • N
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1 "=105" AND THE OPENING WIDTH IS 36"+36"+1' -73". REFERENCING SHEET 25, , • c7; • • • •g
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 • • • I- •� o CO • �
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. " • • .9 o
FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 108•. OPENING WIDTH = 80`) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ 15.1 PSF X
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FL
FROM TABLE 12A, SHEET 16, THE 2" X 4" X 250" MULLION (LENGTH =10", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/ 64.7 PSF WI ITCH EXCEEDS THE REQUIREMENTS .. Za
O
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF S71 LBS. = 9
BECAUSE fi IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+38"+2 =74 NOT 73" AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73" DIMENSION (35-1/2"+35.1/2"+2'=73'). PRODUCT REVISED
as complylu with the Florida
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NO.CCooddBuilding 0 ,� T�630.11
CONCRETE HEADER AND SILL ARE 8• WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. q-Ng
USING THE STANDARD CLIP WITH (6) 3/1(" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND 'S/26/2021
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. Expiration Date
a
FOR THE HORIZONTAL MULLIONS: By
W Mlanff4hProduct oatrol
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER N
MULLION TYPE COULD BE CHOSEN. I
•
1) THE MULLION LENGTH IS 36- AND THE OPENING HEIGHT IS 32"+7Y'+2" =106". REFERENCING SHEET" 25, THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE �
USED. FROM TABLE 12A. SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42'. OPENING HEIGHT = 120`) HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH S
(4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED `t I ► I 1 r r r ��
ANCHOR CAPACITY OF 521 LBS.
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAI:1E ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR � � � ••
CAPACITY IS 1074 LBS V'/HEN USING 3 ANCHORS, WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE Z �!
ANCHOR TYPE IS A #12 STEEL SCREW.s No. 58705 -
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: c: _ J�
+/-64.7 PSF FROM THE VERTICAL MULLION; ^ _ (/�
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; c:
+/--170.0 PSF FROM THE 36* HORIZONTAL MULUON ATTACHING TO THE VERTICAL MULLION (INTERSECTION). C" 0 '. T TE OF
THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %0,
S1 '•��ORIO►`. • G\���
� s• �N ,� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION '/. .,/'pNAL
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A LYNN MILLER, P.E.
ACCORDANCE WITH TI IE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O
U FL P.E.# 68705
DETAIL F: DETAIL G: DETAIL H:
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEE DETAILS A-D.
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
i—MODIFIED TO FIT FIELD
CONDITIONS,
I
INTO WOOD, STEEL.
ALUM, CMU OR MASONRY
EXTERIOR
O
SIDE VIEW
SHOWN WITH 1" X 4' X .125'
MULLION
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES IB-13B
STANDARD CLIP TO BE
aM)McIcn 1KL9=1 n
INTO WOOD, STEEL.
EDGE
DISTANCE
PER ANCHOR
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X 2.11' X .125" MULLION.
2) SEE TABLES 1B-135 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 18-148
2"X 'X,12s
ANGLE CUP.
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL
O
TOP 1V1,:w::0
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 158 OR 16B
EXTERIOR
2" K'S-ANGLE CLIP,
/-2 PER MULLION END, MUST BE
/ INSTALLED INSIDE OF BAY MULL.
NOTES FOR INSTALLATION OPTION G & H:
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
2) DETAIL G: SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
IE
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0 a '
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z
PRODUCT REVISED
as comp )ying with the Florida
Building Code
NOA-No. 17-0630.11
Expiration Date 05/26/2021
By
w Min ad Prouct Contro
to
F-
S
C9
tY
Q
R�
p 1` 111 1 1 I VIaI, f �'
z
* No. 58705
Xj
o %AQ tE OF
ZONAL
�11t11111�
O A. LYNN MILLER, P.E.
v FL P.E.# 58705
r•
IIADLC Ih
Mullion CapacityTable
Opening Width
(forver6ceiVsparrdrlg
mullions) or Opening Height
(for hoftontaky-sparrang mtllNons)
5D in
60?n
70 is
8o in
90 in
100 in
120 In
1401n
160 in
1 2 X
RedandrEm
Loadng
TrapMa-19•
Loading
R•otmgWr
Loedong
Tnp/Trlang.
Loafing
Recwnmrmr
Loading
TmWmi ng.
Loadng
Recwgiar
fin
Loading
Trap(Mang.
Load§ng
Wetanglder
Loading
TraWTdan1F
Loafing
Rectangular
Loading
TrW701ang.
Loading
Rcesngulsr
Loading
Ttep/Ttiang,
Loading
Roetangtdar
Lmcft
Trep,Tffmg.
loading
Ractongzlar
Loadng
Tnlp'M9r4
Loafing
x .125
Alum. Tube
Mullion
>
a
c"
$
ci ..
_
t`
�
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_
t B
qG
_
ti
•
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S
ci
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q
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8
8
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V
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.i>SC
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e
�
is
y�
� 8
' S
8 �
•�
Q.
c
;�
C
42 in
11 t.9
406
129.5
332
93.2
405
115.5
325
79.9
406
107.81
321
69.9
405
104.4
319
1 621
408
104.0
319
1 65.9
406
104.01
319
1 46.6
408
1 104.0
319
1 39.9
1 408
104,0
319
35,0
408
104.0
319
W2
IMS
258
62.4
312
73.4
252
53.6
312
67.0
248
46.3
312
63.2
246
41.6
312
61.3
244
37.5
312
61.0
244
31.2
312
61.9
244
28.8
312
61.0
244
13.4
312
61.0
244
281
70.6
234
53.2
281
61.5
228
45.6
281
55.7
224
39.9
281
52-1
222
35,5
281
53.1
220
31.9
281
49.3
219
25.6
281
49.8
219
22.8
281
49.3
219
20.0
291
49.3
219
$In
24T
5T.5
207
43.9
247
49A
202
37.6
247
44.8
199
32.9
247
41.5
196
29.2
247
39.4
194
26.3
247
38.4
193
21.9
247
38.1
193
18.8
247
38A
193
16.4
247
38.1
193
0
200
412
i70
320
200
35.4
166
27.4
200
31.5
183
24.0
200
28.9
160
21.3
200
27.1
169
102
2W
25.9
157
16.0
2W
25.0
156
.j
181
35.3
155
27.6
161
=0.3
152
23.7
161
26.9
149
20.7
101
24.5
VA
18.4
181
22.8
144
16.6
181
21.7
143
6Fin
29.8
165
30.6
142
24.0
166
28.1
139
20.6
165
23.1
136
18.0
165
21.0
134
721n
22.2
139
23.3
120
15.5
139
19.0
118
15.9
139
17.5
116
76 in
18-9
125
19.7
109
15.7
125
16.8
107
78 L•n
17.5
110
182
104
I ALSL.0 1 D
Anchor Ce Iry Table(lbs)
substrate:
2.7k Concrete
3.5k Conc.
He!low CMU
Filled CMU
PT Wood
Metal
Andror TypC•
3116' Eloo Ultra =
Itr Elco tAmcan
5/16' Elco114"
Lntaccn
VIS' Elco Ultrxan
1/4' Elco llltracon
SS rzte
AggreGator
5/16' Elea
Ulttacon
1/4- SS Elea
Aggn rotor
n410 Steel
screw (�)
>112 Steel
Scraw (GS)
1012 St'W
screw (W)
Anchor Clip Pattems
Edge Clstance (hk
1°
21/2"
1" 2-1/7
31 .1/8'
1"
2-tr2
1"
2-117•
2"
3-118"
2'
0.48'
1 0.54"
0.324"
Embz:trent M-r
1-314'
I 1 V4'
1-Y4" 1-3/4'
2'
i-1t4°
1-ix
1.1/4'
1-114'
1-1/4°
1-1/4"
2'
1 3/8"
1.3I8"
%uric•
2 Anchors 4.75" Min O.C. ! 3bndard ORsat Clip (Flg. 7
390 Ibs 1
390 Ibe
4W Ibs 890 fibs
1644 its
270 Its
2801ba
354 Ms
740 ttn
374 lbs
654 lbs
9461bs
341 Ibs
442 lbs
50D Ibs
4 Anohors 0 t.15 Min. O.C. / Standard (or Offset) Chip (Fig. 2X
4 Amhara 0 3" min O.C. )(2) 20 Angle Crisps I (Fig. 3
2 Anchors G 0.45" MIr1. O.C. I U1ab, into .12Y AW. (Fig. 4j.
480Ih• 1
780 iba
WA
700 tbs
7W iba
WA
WA WA
I SW lbs ISW Ibs
NIA WA
WA
18% f8
WA
NIA
540 Ibs
WA
360Ibs
5601bs
j WA
WA
NIA
N/A
WA
760 tts
WA
NIA
7481135
WA
WA
860 IbsE473ba
WA
WA
Ibs
am Ibs
682 Ibs
WA
US The
m51he
WA
1120 ws
1120 Its
715 tbs
1 Anchor / F-Up (Fig. 5,
1951bs
196 Ibs
225 Miss ( 445 Ibs
822 fb
135 ih5
I 143lbs
177 Ibs
370 the
187 Ibs
332Ibs
170Ibs
221 Ibs
280 lba
2 Anchors ® t.15' Min. O.C.I F.'31p (Fp.
240 8ts
350Ibs
WA I WA
NA
N/A
190 W
N/A
WA
N/A
NIA
341 !ba
4421bs
5+ Ibs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHU11 VALUt_b A,5 I M a I ANUAr1U UUM
ANCHOR CAPACITY ADJUSTMENT FORMULA:
{DPI, } X \ ANCHOR CAP.,,,,.\ _ANCHOR CAP.,,
`MULLION CAP.w,>2,%„
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 MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
�a a
37
3
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PRODUCT REVISED
as comp ingg with the Florida
Building od4i
NOA-No. 17-0630.11
Expiration Date 05/26/2021
By
FIGURE 1: FIGURE 2: TABLE NOTES:
I* all 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000" E--
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
- _ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
. * • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000"
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. t I ► 1 t!
125• V.
0� LYN/V4/
ANGLE CLIP 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
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF .125' 1 Q
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 2" X .125" MULLION y� ; No. 58705
0 LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -V _
Ems.
me L
O S E OF
i��F'IORtOP'.• ' •\�w�
S G
'ZONAL EN..
A Lrffdl4ll{/!lZLR, P.E.
FL P.E.# 58705
TAR! P 9A
Mullion Capacity Table bse
Opening Width
(for v+erticaly-sparring
rxAlons) or Opening Height
(tor horizontally -sparring
mtAbns)
50 fn
60 in
70 in
80 In
90 in
100 in
120 in
140 in
160 in
1 x 2 x
Rectangutar
Loading
Trap/Triang.
LMing
Rectarpudar
Loading
Trap'Tnang.
IaacGna
Rectangular
Loading
TraP/Trfarp.
Loafing
Rectar�Aar
Loading
T12VTAarg,
Loading
Re:tanpular
Loading
TtaplThanp.
Loe&ty
Rectangular
Loading
Tmp7harg.
Loading
Roetangular
Loading
Treprtriang.
Ling
R•ctwVLA3r
Loading
TntWTftng.
Loading
Rectaroft
Lowing
TrulTriang.
Loading
.375
Alum. Tube
Mullion
z-
�g
O
S'G
pp
d
G
lY
gG
_
5:,
r _
a�
y5kj�
4
.�
_
a
__T$jS
IL
i.' G
r _
YS
SIL
p
.21G
_
$g5 Qz9y¢ay
11L
Z.
a
4
..
"gab
�¢
g
_
Q W7
a
S6
211
_
Rg
_
C
_
g1S
C7 c7
Q
z
3 G
i~ _
S
<d'
U
is
qS�
V $a�
Ls5
4&
B
2
& _
,
�
P
, r,�
rL iG
_
1�
{_5�y�
&
"a
r.
yr�ipB
U
_
U G
�p
(JC
r.
42 in
170.0
6W
170.0
435
151.3
662
170.0
478
129.7
662
170.0
506
113.5
an
189.5
518
1008
SW
1N.9
517
93.a
602
t68.9
517
75.7
R82
168.9
617
64.8
lib<r
168.9
bt7
5&7
662
168 9
51T
49 in
121.6
507
136.0
419
101.4
507
119.2
410
86.9
W7
108.1
403
76.0
507
102.6
399
67.6
507
99.3
397
648
507
99.0
386
50.7
%7
99.0
396
43.4
507
99.0
398
380
507
99.0
396
50.825 in
103.7
466
114.8
379
WA
456
99.9
371
TO
456
90.5
364
64.8
458
84.6
360
57.6
456
81.3
357
61.8
455
80.0
356
43.2
� 456
00.0
366
37.0
456
80.0
3W
324
455
80.0
3W
541n
85.4
400
93.3
336
71.2
400
80.9
328
61.0
400
7a-7
322
53A
400
67.3
3/8
47.5
400
64.0
315
427
40D
623
314
35.6
40D
61.8
313
30.5
400
61.8
313
26.7
400
61.8
313
60 in
623
32<
66.9
276
51.9
324
57.5
270
44.5
324
51.2
264
3&9
324
e6 9
280
34.6
324
43.0
2S7
31.1
324
420
255
26.0
324
40.5
253
222
324
40.5
253
19.5
324
40.5
253
631n
53.8
294
67.4
262
44.8
294
49.2
246
38.4
294
43.6
241
33.8
294
39.8
237
29.9
294
37.1
234
28.9
294
35.2
232
22A
294
33.5
230
19.2
294
33.4
230
16.6
1
294
33.4
230
66 in
4&8
258
49.6
230
39.0
288
42.4
225
314
tea
37.5
221
29.2
268
34.1
218
26.0
268
31.6
215
23.4
268
2a6
212
19.6
268
26.0
210
16.7
268
27.7
209
14.6
268
27.7
209
72 in
36.0
Zn
37.0
196
30.0
225
322
191
25.7
225
28.4
183
275
225
25.6
186 1
20.0
M
23.5
182
1&0
225
221
180
16.0
226
20.3
177
12.9
225
19.6
175
11.3
225
19.6
176
76 in
30.6
202
32.0
177
25 5
202
27.2
173
21.9
202
219
170
19.2
232
21.5
197
17.0
202
1117
165
16-3
202
18.4
163
17-8
202
16.7
160
10.9
202
15.9
158
9.6
202
15.8
158
781n
2&3
192
29.6
168
23.6
192
25.1
165
20.2
192
220
162
17.7
192
19.7
150
15.7
192
18.1
157
14.2
122
1&8
155
11.8
192
15.7.
152
10.1
192
14.4
150
8.9
192
14.2
150
90 in
16.5
144
19.0
'28
1&4
144
16.1
126
j
96 in
15.2
127
15,6
113
TARI G 7R
Anchor Ca acfty Table Ibs
Anchor Gip Patterns
Substrate:
2.7k Concrete
3.5k Core.
Ho3ow, cmu
F9lod CMU
PT Wood
Metal
ArctttX Type:
3l16' Eleo Utmcan
1!4" Ebo Uitrecon
6/16" E:co
Uhrzcu>n
3I16" Eioo Uktacen
1J4" Ebo UNraeon
1/4" $S Eko
AgpreGalot
5/1B Moo
UYaoon
1/4' SS Eioo
AppneGator
atd Sleet
Scnzv+ (G5)
012 Sleet
Screw (GS)
012 Stec!
6crw (c5y
Edge Distance Ink
r
2-112-
1'
2-1/2'
3-1/8`
1"
2-1/2'
1"
210
r
34/8"
r
0.48'
0.54"
0.324"
Embedment ('ink
1 &4"
1 1314'
I-V4"
1 1/4'
r
1-11r
1-1/4'
1-1J4'
1.1/4'
1-114"
1.114"
7
1-we"
1-318'
wrier
2 Anch= 4.75" Min. O.C. I Standard or oRaet Op (Fig. tt
390 Ibs
390 ;bs
450 bs
a90 Ibs
1644 Ibs
270 Ibs
293Ibs
354 Ibs
7401bs
3741ts
664 Ibs
Wits
341 Ibs
442 Ibs
550 Ibs
4 Anchom 1.151 Min. O.C. i Standard (or Olken Clip (Fig. 2t
450 IDS
700 be
WA
NIA
WA
WA
38D Ibs
NIA
WA
NIA
WA
WA
C821be
8851be
1120 Ibe
4 Anchors a 3" Min. O.C. / (a) 2x5 Angle Cope I (Fig. 3X
780 Ibs
780 Ibs
660 IDs
156004
1SM bs
540 Ibs
560 vie
NIA
T60 Ibs
7481be
6W Ibs
1892 bs
6821ba
8851bs
1120 ibs
a Anchor @ 0.45- Min. O.C. / U4;6o. trdo .125- Alum. (Fig. 4X-
WA
WA
WA
N/A
NIA
WA
WA
NIA
WA
WA
WA
WA
WA
WA
715Ibs
1 Anchor I F-Glp (Fig. 5t
193 bs
195 Ibs
225 Ibo
445 fbs
e22 ibe
136 Its
140 Ibs
177 Ibs
370 Ms
1ST Ibs
332 Ibs
4731ts
170 Ibs
221 Ibs
2a7C the
2 Anchcaa Q 1.15" Min. O.C./ F-"ip (Fig. 6X
240 ft
353 lbs
WA
I NIA
WA
N/A
1 190 IDS
WA
NIA
N/A
I WA
WA
341 The
442 IN
580 8rs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
IDPK,) X l ANCHOR CAP.,..,,,.,,1 _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:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERA'. INSTALLATION METHODS.
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
M L 11 is o 10
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
« 2 .;
�m -4
¢or 2
ei;
0y�o �Sz
U
to
N
U) cC CK W
y ZO W
J
V J N
!n
U1
ca O (n
�. i
...' .o 2 Ld ' O
• O Q • J • r- •1�
•••r0 !J•• 1 • a
• 'N• • • � Q 'T•r' co • 1�Q
•••••U (j F. O
• • • (I tr Q
oLU•&A ..
N • (n • 44
¢.x•Z O.O
C" d�0 r0
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-0630.11
Expiration Date 05/26/2021
By
,%%l11fi//l
i r_IIY/VA_'���i
587M
�O • fit. 1-7
i'
ONAL
A. LYNN �ILLER, P.E.
FL P.E.# 58705
TABLE 3A
Mullion Capacky Table Ibs#Rz)
Opening Width (for aerticailyspannirg millions) or Opening Height
(for horizorta"panning
minions)
50 in
60 in
701n
0o in
90 In
100 in
120 in
140 to
160 in -
1 x 2-76 x
Rectangular
Loading
TraWdang.
Loading
Roctangulw
Loadng
Tmpnmd= p.
Lowing
Rectangular
Loading
TrepMeng.
Loading
R -ngular
Lcadng
Rwp/tllarg.
Loafing
Rectangular
Loading
Trap/ tiling.
Loading
Ractargular
Loading
Tmp/Trioang.
Loadtrtg
Rectmggular
L oar9ng
Tr*Ttfang.
Loafing
Redangular
Loadin,;
Trap/Td-a
Loading
Rwctangutrr
Lowing
TraprTtiang.
Loading
.376 Alum.
Tube
Mullion
75
'a
ci
c $
c3
c4
c3
cif
`
42 in
170.0
620
170.0
435
170.0
744
170.0
476
170.0
868
170.0
606
170.01
992
170.0
619
17C.0
ills
170.01
521
170.0
1240
170.0
521
148.7
1301
170.0
521
127.5
1301
IMO
521
111.5
1301
170.0
521
48in
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
151.8
1 1139
170.0
677
136.6
1139
170.0
680
113.0
1139
17Q0
680
97.6
1139
1700
880
86A
1139
170.0
630
W.M in
170.0
747
170.0
W3
170.0
896
170.0
631
167A
1032
170.0
684
146.8
N337
170.0
723
130.S
1032
170.0
747
it7.4
1032
170.0
756
97.9
1032
170.0
758
83.9
1032
170-0
7W
73.4
I=
110.0
756
64 In
170.0
797
1",0
612
161.3
W7
170.0
691
1382
007
164.7
730
120.9
907
162.5
720
107.5
907
145.0
714
98.4
907
141.1
710
80.0
907
140.0
709
69.1
907
140.0
709
60.6
907
140.0
709
60 in
141.1
735
151.5
W
117.6
735
130.3+2857-0.9
735
11&0
599
88.2
735
106.2
590
78.4
735
99S
583
70.5
735
95.1
578
58.8
735
91.6
574
50.4
735
91.0
574
".1
735
91.8
574
63In
121.9
666
130.0
570
101.E
665
111.5
666
98,9
547
76.2
666
90.1
530
67.7
608
83.9
531
60.9
666
79.8
526
50.8
666
75.8
521
43.5
666
75.6
521
38.1
666
75.8
5.?t
661n
f060
r>i17
MA
522
88.3
607
96.1
607
95.0
501
66.2
607
7-1.1
493
58.9
607
71.5
486
WAY
607
67.6
481
44.2
567
63.4
476
37.9
or
627
474
33.1
607
62.7
474
C
72in
$1.6
610
65.8
443
68.0
510
73.0
10
64.3
426
51.0
510
57.9
419
43.4
510
53.3
413
40.0
510
50.0
408
34.0
$10
45.9
4o2
29.2
510
44.4
399
25.5
510
44.3
30
76lh
69.4
458
72.5
400
67.8
458
al.?
458
54.1
385
43.4
458
46.6
378
38.6
458
44.6
373
34.7
458
41.6
368
28.9
458
37.7
362
24,8
468
36.0
359
21.7
458
35.7
358
78in
642
435
67D
341
53.5
435
56.8
435
49.8
366
40.1
435
44.7
360
35.7
435
409
355
32.1
436
38.1
361
26.8
435
34.4
344
22.9
435
32.6
341
20.1
433
32.2
340
90 in
41.8
UT
43.1
290
34.8
327
36.4
327
31.8
203
MI
327
26.3
275
23.2
327
25.7
271
20.0
327
23.7
266
17.4
327
21.0
282
14.9
327
19.3
258 -
96 in
34.4
287
35.4
267
28.7 1
297
29.9
252
24.6
287
28.0
248
21.5
287
23.1
244
MI
287
20.9
240
17.2
287
19.3
237
14.4
267
16.9
232
1081n
242
227
24.7
205
202
227
20.8
201
17.3
227
18.0
198
15.1
16.0
195
III in
22.3
215
22.7
194
18.6
215
19.1
191
15.9
215
16A
is$
J201,
t7.6
t84
17.9
187
TABLE 3B
AnchorCa a Table Ibs
Substrate
27k Concrete
3.5k Cone.
Hollow CM,U
Fated CL1U
PT Wood
Metal
Anchor Clip Pattems
Anchor Type
9/16 Elco Ultrwcon
1M° Elea MaconUltracon
b116' Elea
3/18" Elco UBraeon
1/4" Elco Ultracan
1/4' SS Elco
AggreGator
51161 Elco
Ullman
114, 33 Elco
Aggr40amr
910 Steel
Screw (G5)
012 Steel
Screw (G5)
#12 Steel
Screw (G5)
Edge mlance (Iry
1"
2-1/2'
1'
2-W'
3.1/8'
1
2-112'
1-
2-tit"
2-
34/8'
2•
0.48'
1 0.W
0.324•
Emtxdment (in -
I-W
1-314'
1-34•
1.3/4'
21
i-114'
1.1/4'
1-1J4'
1-114"
1-1/4"
1-f14"
2'
/-318•
1-318'
vwrios
2 Anehcrs 4; 4.75' Mln. O.C. / Standard or Met pip (Fig. 1r
390 bs
360 Ibs
450lbs
830 ibs
1644 ft
210 Ibs
280 Ibs
354 Ibs
T401bs
374 Ibs
664 Ibs
946 bs
341 Iba
442lbs
580 bs
4 Anchors G 1.IV Min. O.G. / Stsndand (or Oraet) Clip (Fp. 2y
4801bs
700 bs
WA
NIA
NIA
NIA
380 lbs
WA
WA
NIA
NIA
WA
6821bs
8855 Ibs
1120 lbs
4 Anchm <Q 3' Min O_C. I (2) 2x5 Angle ClIps I (Fig. 3Z
780 Iba
780 Ibs
660 bs
1580 tbs
1 sse its
540 !tx
660 The
NiA
7601ba
148 Ibs
880 Ibs
1892 Ibs
682 lbs
883 IN
1120 Ibs
2 Anchors Q 0.45' Min. O.C. J U-;lip, into .125' Alum. (Fig. 4XI
WA
WA
WA
NiA
NiA
WA
WA
NIA
i WA
NIA
NIA
NIA
WA
N/A
?If lbs
1 Anew/ F.Clp (Fig. 51 1
195lbs
195lbs
225Iba
445 The
BM lbs
135 lbs
140 The
17'J Ibs
3701Cs
�WA
187 IDS
332 lbs
473 Res
170 lbs
221 Ibs
28C lbs
2 Anchors @ 1. IS' Min. O_CJ F-M (Fig. 6z 1
240 tbs
350 lbs
WA
NIA
WA
WA
190 Ibs
NiA
WA
WA
WA 1
341 Iba
442 The
580 lbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2:
• o • •
• e
FIGURE 3:
e • • •
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• e
ANCHOR CAPACITY ADJUSTMENT FORMULA.
(Df',. ) X (,ANCHOR ,, CAP...,.,. ANCHOR CAP.
`MULLION CAP.,,,„r,,,i� - "�
USE THIS FORMULA TO OB T AIN 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 AM INIMUM 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 25 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UN IT (CMU) SHALL CONFORM TO ASTFA C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WiTH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .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. #i10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
W
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PRODUCT REVISED
as compsyIng with the Florida
Building Code
NOA-No. 17-0630.11
Expiration Date
BY--
11t11111)i/J
LY N/��
�iCENSF'
No.58705
0
ON
SSZONA,L1
A. LYNN FILLER, P.E.
FL P.E.# 58705
TABLE 4A
Mullion CA Ci Table
Opening Width
(for verdeal1y-sparv1i11g mAons) or Opening Height
(for horimrte"pamng mAon9)
50 in
60 in
70 in
80 in
90 in
100 in
12D in
140 in
160 in
Rectangdar
ThW1Tdarg.
Rectangular
Traplliiang.
Rectangular
Trap/TrimV.
Rectangular
Tispi%ng.
Ractungulw
TraWTdong.
Rectanqular
TrWiiiang_
RectmWilar
Trap/Tt(aag,
RecterWar
TmIw nq.
Ftectangtdar
TrWTdarlg.
1 x2.75X
Loading
Loafing
Losdng
Laadtlg
Loaft
Loading
Lasdarq
Loading
Loadrtg
1.02 tg
Losdhg
Loading
Loadng
Loadng
Leacing
Loading
Loading
LAaft
.660 Alum
Tube
_r
'
'
�`.
Mullion
a
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ypQ,
O O
y
;y
m
G
m
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fp7
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f
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yp
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p
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16
pp
m
p pg
m �.+
n
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is
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tz
2.
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42in
170.0
620
.170.0
435
170.0
744
170.0
478
1-10.0
868
170.0
SW
170.0
992
170.0
519
170.0
1116
1704
521
170.0
1240
170.0
521
170.0
1488
170.0
521
158.7
1WO
170.0
521
138.8
Ion
170.0
Sr.
48in
170.0
708
170.0
624
170.0
a50
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
W1
V0.0
1275
170.0
677
170.0
1417
17MO
680
141.7
1417
170.0
680
121.5
1417
170.0
680
106.3
U17
170.0
683
50.625in
170.0
747
170.0
553
170.0
56
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
182.E
1288
170.0
747
148.3
1286
170.0
756
121.9
,286
170.0
7W
104.5
12W
1701
756
91.4
12M
170.0
756
54in
170.0
797
170.0
612
170.0
9W
170.0
691
170.0
1116
170.3
754
150.7
1130
170.0
$03
133.9
1130
170.0
037
120.6
1130
170.0
856
100.5
1130
170.0
ml
a6.1
1130
ima
set
7&3
1130
170.0
WI
80 in
170.0
WS
170.0
701
140.51
915
1GZ31
lei
125.5
1115
144.61
746
1109.01
915
132.3
735
97.6
915
123.9
728
87.9
915
1118.51
720
73.2
1 915
114.41
715
V-8
915
114.4
715
54.0
915
114.4
716
631n
151.8
833
181.9
710
128.5
930
138.9
ti94
108.5
030
1232
681
94.0
830
112.2
870
84.4
830
104.81
N2
75.9
830
06.4
1 08
63.3
830
94.5
649
54.2
a30
94.1
649
47.4
630
64.1
649
6
66 in
132.1
757
140.0
650
110.3
757
119.8
ON
104.3
757
105.9
624
82.5
757
90.1
614
714
757
89-1
688
66.0
757
842
600
55.0
757
79.0
$93
472
757
78.2
591
41.3
757
782
S M
J
72 in
101.7
635
108.8
552
84.8
838
91.0
540 11727
838
80.1
530
63.6
an
72.2
521
58.5
63S
6S.5
514
50.9
636
62.3
5W
42.4
836
57.2
SW
36.3
06
55.3
497
31.8
eW
552
497
70In
86.5
$71
90.4
408
72.1
671
76.8
488
6 ,
71
67.4
479
54.1
571
60.6
471
4&0
571
55.5
464
432 1
671
51.8
459 1
38.0
571
1 47.0
451
30.8 1
571
44.8
447
27.0
571
44.5
446
78in
80.0
542
$3.4
474
RLY
542
70.8 1
465
57.1
542
62.1
456
50.0
542 1
55.7
449
44.4
542
51.0
442
40.0
542
47.5
437
33.3
S42 1
42.9
420
26.6 1
542
40.6
425
2&0
542
4C.1
423
90 in
52.1
407
63.7
361
43.4
407
45.4
355
37.2
407
39.6
349
32.8
407
35.3
343
25.9
407
32.1
338
25.0
4c1f
29.8
334
21.7
407
26.1
327
18.6
407
24.1
$22
16.3
407
23.0
319
96in
42.9
358
1 44.1
320
35.8
1 358
37.2
314
3&7
358 1
32.4
309
26.8
358
26.8
304
23.8 1
350
28.1
300
21.6
353
24.0
29e
17.0
358 1
21.0
2W
15.3
355
18.2
284
106in
30.1
283
20.8
256
25.1
283
25.9
261
21.5
283
M.
247
16.8
283
19.9
2"
16.7
283
18.0
240
15A
283
WS
237
111 in
27.8
257
28.3
242
23.1
267
23A
238
19.8
267
20.5
235
17.3
267
18.3
231
15.4
267
WS
223
A�IA
1201n
22.0
229
22.3
209
1&3
229
18.81
205
11.7
229
16.2
202
1
TABLE 46
AnchorCapacttv Table Ibe
AnehorCitp Patterns
Substrata:
2.7k Concrete
34k ODne.
Hallow cmu
FIRM CMU
PT Wood
Metal
Anct or Ty
9I18` Eko tlttraeon
1/4"Eko Ultracon
5/16" Eke
LIMman
3/18' Elea Ultracon
lid" Eke Ultreoon
Or SS Eko
AggteGator
5/16' Elco
UOracen
1/4" SS Ekoo
AgreGalor
410 Steel
Scmv (G5)
012 6teeh
Scmw (G5)
OU 6tee
Strew (GS)
Ed;a (Utsnce (tnt
1'
2-1/2'
i'
2-117
3-1/8"
1"
2-112"
1.
2-1/2'
2"
3-11W
2-
0.48"
0.54"
0.324'
Embedment (ink
1-8/4"
1-314'
1-3/4"
1-3/4"
7
1-1/4'
1-114"
1-1/4'
1-114"
1-114'
1414"
2"
I've,
1-3t8'
rerles
2 Anehom C 4.75' Min. O.C. / Stimcl
rd or OOset dip (Fig. I I
3W bs
390 Ibs
4501bs
$90 ib•
1644 Ibs
2701bs
280Ibs
354 IDS
Tali Ibs
374 Ibs
t364 Ibs
t146 IbF
341 bs
442 Ws
5601b3
4 Anchors 4 1.15- Min. O.C. / Standard (or Oreet) Clip (Fig. 27
480 Ibs
7001b3
WA
N/A
WA
WA
3801bs
WA
WA
WA
N/A
NIA
682 Itrs
851
1120 lbc
4 Anchors a 3• Mn, O.C.1 R) 2x5 Ante COps / (Fig. 3j
780 Ibs
780 IDS
68a Ibs
i5W Ibs
18961DS
5401tm
560 Ibs
WA
780 Ibs
748 IDS
WO Ibs
1892IDS
682 bs
8
11201ba
2 Anchors C 0.45" Min. O.C. / U-Clip, Into .125" Ahan. (Mg. 4j
WA
WA
WA
WA
WA
WA
WA
NIA
WA
WA
WA
WA
WA
N.
715 Ibs
1 Anchor / FL'Gp (Fig. n
195 Ibs
196 Ibs
225 Ibs
445 Ibs
822 bs
135 Ibs
140 Ibs
177 tx
370 t m
187 The
332 Ibs
473 Ib3
VO Ibs
221 Iba
200 Ibs
2 Anchors Q 1.15' LIh O.C./ F-aV Fig. 6k
240 b3
350Itrs
WA
N/A
WA
WA
10 Ibs
WA
WA
WA
WA
NIA
341 Ibs
442 Ibs
SW IDS
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP
FIGURE 1: FIGURE 2:
• • -
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS -
FIGURE 4: FIGURE 5: FIGURE 6:
TABLE NOTES:
�-) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP..) X ANCHOR CAP.,,,,,,,� o 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.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .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 #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S,
1' X 2,75" X .650" MULLION
:9
U)
IX
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go
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9�e
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d
o
•o
'
Z
en
M
PRODUCT REVISED
as comp)ying with the Florida
Building lode
NOA-No. 17.0630.11
Expiration Date
By
ANY LYNN
EN
* No.58705
TATE C[!
�0.t� '•• aCOR1OA••• ����
A. 1-4M MNIl1Lk'2, P.E.
FL P.E.# 58705
TABLE 5A
Mullion Capacity Table sM _
Opening Width
(for vertically-6parvirlg mJBorts) orOpeninly Height
(for horizorta*spgming motions)
50 in
60 in
701n
80 in
90 in
130 in
12D in
146 in
160 in
1" x 3.125" x
Rectangular
Lc2dn9
Tiap/Tdong.
Lowing
Rectangular
Loading
Trap/Mang.
Loadng
Rectarrgtdar
Loading
TrnWTdwV.
Loading
Rect inqul"
Lowing
Trao7dang.
Loading
Rectangular
Lowing
TrnyTdarrg.
Loafing
Rectangular
Loadng
Trap/Tdang.
Loadng
Rectangular
LoWre;
Trapridup
Loading
fiaCtangUi9r
Loafing
Trap/Tderxl
Limbs
Rectangular
Lowing
Trap/Ti W4
Loadng
-600" Alum
Tube Mull
L
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U
A
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6
U
ca�
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V
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10
V
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r
10
U
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i
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U v
85
<sY
gg
a
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�jaj
G
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W
U
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8"
U
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c t`rs
¢�
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a
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m
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42 In
170.0
620
170,0
435
170.0
744
170.0
478
170.0
e68
1 170.01
506
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0I
521
170.0
1488
170.0
$21
170.0
1736
170.0
521
154.4
16M
170.0
521
481n
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
1 170.0
630
170.0
1133
170.0
801
170.0
1275
170.0
an
170.0
1417
170.0
680
167.7
1577
170.0
660
135.1
Wn
170.0
690
118.2
1577
170.0
680
50.625in
170.0
747
170.0
5W
170.0
$96
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
4494
170.0
758
141.7
1495
170.0
756
121.5
1495
170.0
756
106.3
1495
170.0
756
541n
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
GM
108.1
1401
170.0
837
149.5
1401
170.0
858
124.0
1401
170.0
861
106.8
1401
170.0
$61
03.4
1401
170.0
851
do in
170.0
885
17C.0
701
170.0
1063
170.0
797
158.5
1158
170.0
878
138.7
1 1166
167.0
928
123.31
1156
15&5
917
1111,0
1158
149.7
910
1 92.5
1 1156
144.5
SM
79.3
1158
144.S
903
69.4
115e
144.51
003
63in
170.0
9W
170.0
745
169,6
1049
170.0
850
137.D
1049
155.5
960
11D.8
I t049
141.7
646
106.5
1049
132-0
838
95.9
1049
12&5
628
79.9
100
119.3
820
88.5
1 1049
115.9
1bt9
$0.6
104E
II&S
619
£
Ty
66 h
166.8
065
170.0
759
139.0
955
1151.3
804
1110.1
955
133.7
788
i01.2
M
121.4
775
016
955
1128
765
83A
955
106.4
757
69.5
955
99.8
749
59.6
955
98.7
746
52.i
959
98.7
746
C
72 in
128.5
am
134.9
697
1C7.0
am
114.9
e82
91,e
sm
101.1
670
SM3
W3
912
669
71.4
am
83.9
649
64.2
SW
78.6
642
53.5
$03
72.2
632
45.9
$03
69.8
US
40.1
SM
69.7
627
76in
10D.2
721
114.1
625
81.0
721
97.0
618
78.0
721
85.1
805
69.3
721
76.5
595
60.7
T21
70.1
686
54.6
721
65.4
$79
45.5
721
69.4
500
39.0
721
66.e
564
34.1
721
66.1
553
78in
101.0
884
105A
599
e4.2
684
80.4
587
72.2
684
70.4
576
63.1
684
70.4
567
56.1
664
54.4
558
50.5
684
59.9
551
42.1
ON
54.1
541
36.1
654
51.3
SW
31.8
684
50.8
534
so in
65.8
514
87.9
456
54.8
514
57.3
448
47.0
514
50.0
440
41.1
5,14
4400
433
3e.5
514
40.5
427
32.9
514
514
33.0
412
23,5
514
30.4
400
20.0
514
29.0
403
96 in
$42
462
557
434
452
452
47.0
396
38.7
452
40.9
390
33.9
452
30.4
354
30.1
452
32.9
378
VA
452
452
25.6
W5
19.4
452
24.2
359
1&0
452
22.8
355
108fn
38.1
357
39.D
322
31.7
357
32.7
317
77.2
357
28.4
312
23.8
357
25.2
308
21.1
357
22.7
303
192
357
14211
357
18.0
203
13.6
357
16.2
207
11.9
3"
15.0
283
111 1n
35.1
339
35.8
3N
29.2
338
30.1
301
25.0
338
26.1
296
21.8
338
23.1
292
t9.5
333
20.8
Me
17.5
338
278
12.5
338
14.8
273
11.0
3
13.fi
289
120in
27.7
289
23.2
203
23.1
289
23.7
259
19.8
289
20 5
258
IT3
269
le.1
252
15.4
2M
VIA
249
13.9
289
289
12 8
240
9.9
289
11.4
238
8.7
269
t0,4
232
TABLE 5B
AnthorCe ac Table Mall
AnehorClip Patlems
Substrair 2.7k corcrete
aft Ccnc.
Hd.V CMU
Fmedwy
PT Wood
Metal
Anchor Type: 3ri4s Elco Mrzon
1/4" E cOLIMMOn
51%, Eieo
Uac ltor,
31� EIro tleracon
i!d' E4co Ultrecon
1/4' SS 17c0
or
509' Ek:o
Ultacon
V4" SS Eleo
AggmGator
:i10 Stud
Stma (G5)
#12Stwl
Saw (65)
$12 Steel
Screw 05)
ECge ustance pq 1"
2.112'
1.
2-1/2'
31/0'
1"
2-UT
1"
2.1/z'
7
3 Ar
T
4.48°
0.5a
0.324'
EmDedment dnl 13147
134'
t V4'
1-/4'
2"
1-114"
1-v4"
1-1/4"
1-114,
14/4'
1.114,
2
1-38"
13/8'
%aias
2,+nctlor5 6 d.7 mm O.C. / Standard orOMW Clip g. 1) NO bs
39D Ibs
45Q 1Dd
890 Ids
ISU Rn
2701bS
28D Its
354 bs
7401DS
374 bS
664 IbS
9a6 bs
341 W
442 ttas
5601bs
4 Amnors O 1, W Min. QC. / Standard (or Offset) CEp (Fig 2)' 450 US
700 ma
_-141A
NA
NIA
N/A
3501bs
N/A
WA
N/A
WA
WA
S02 bs
885 tt s
112D bs
4 Arc hors @ T &I h. O.C. / (2) 2%5 Angle Clips / (Fig. 37 780 ibs
760 us
680 W
1560 Ibs
INS MS
Sag IDS
5e0 Its
NIA
760 tbs
749 bs
880 Ibs
1892 its
662 W
885 bs
1120 IbS
3 AM hors rQ 0.45" ► In. O.C. / U-CV. Into .125' All.= n. 4} NIA
WA
NIA
WA
N/A
14
WA
NIA
WAJN/A
IVA
WA
WA
WA
10731be
1 Anchor Fd3ip ¢Ig. 4 105 bs
1951bs
225 bs
445 Fos
822 Ira
13S lbs
140 Ibs
177 bs
370 mrs71be
3321be
473 8ts
170lbs2ACKhom@1.1'-MlilO.CIF
fig.6-X 24D 1DS
35D Idti
NIA
WA
N/A
N/A
190 IDs
NrA
WANiA
WA
WA I341
bs
442 ibe
fi60 It6
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X ( ANCHOR CAP. , g) ^ 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.
Tf;
•
•• O
•••O
�
y•••oe
• $
=•.•�
ZLif
J
D.
Colo
r
•.•.Z
•
h-
Z
• ^
+ o
0)
W
An
-V
• •
•r.
U
a
U
PRODUCT REVISED
as camp[ying with the Florida
Buliding Code
NOA-No. 17-0630.11
Expiration Date
By
MiamMla a Pro
rl.000'-+
FIGURE 1: FIGURE 2: _ TABLE NOTES: T
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
e e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
�` �4.
FIGURE 3: 3.125" �`GENS�
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
• i • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. NO. 58705
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 7f : ;
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '500" - 'D �1 e
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED �r 'p •• � �. 4/4L/
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" ATE O
X5" MULLION .♦�
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1" X 3.125' .�ORtO1'
(V VF MULLION)
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ZONAL
N ��
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 S.S. S/O ,���
A. LYNN MILLER, P.E.
FL P•E.# 58705
F-
TABLE 6A
Mullion Capacity Table Obs/fi3)
Opening Width (tor verticaTy-spallning mullions) orOponing Heigh (tar hodzorltely-sparxting millions)
50 in
50 in
70 in
80 in
90 In
100 in
120 in
140 in
160 in
1 x 4 x .125
Rcctaradar
Loaft
Tmptnlong.
Loading
RedanguLv
Loa&..9
liap/Ttieng.
Loading
Rectangular
Loa&ng
TrspMaog.
Loading
Rectangular
Loading
Trap/'Ofarlp.
Loading
Raetanputar
Leading
TraplTfty.
Loadmq
ReetangUar
Loading
Trap/Tdang.
Loading
R�ngUlar
Loading
TraplirGmq.
Loafta
Rectenarlar
Loading
TraVrftnp.
LoadInq
Rectarrprdar
Loadng
Trap/THang.
Loading
Alum. Tube
Mullion
..
+y�vyi
1�jr.
f
y�
_t5 -
O r^
k.
f-
i
i
5��
f-
O
E
v
p
�+
i'i �...
aa�
f
r��-
iO q
f
5 ff
E_
.!L
2s
aOG�
le
C
a
y
- .-.
tS
1
S
� q
��
is -
K�
[;
4
p
��
as
��
ri
9
��
...
as
f
��
f-
¢
f
` i ..
aoc
_
5;
_
x
u
�A
k
o-
_
d`K8
j
'$
t
u
cz
421n
170.0
620
170.0
435
170.0
744
170.0
478
VkO
00
170.0
5M
170.0
992
170.0
510
170.0
1116
170.0
521
r 170.0
1240
170.0
521
170.0
1458
170.0
521
145.8
1489
1T0.0
521
127.6
1489
170.0
521
48In
170.0
708
170.0
824
170.0
$50
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1137.2
1275
170.0
677
156.3
1303
17Q0
600
130.3
1303
170.0
680
111.7
1303
170.0
680
97.7
1303
170.0
680
50.MIn
17C.0
747
170.0
SW
110.0
SW
17aO
631
170.0
1046
170.0
654
170.0
1105
170.0
7M
1f8.1
1235
170.0
747
140.5
1236
170.0
756
117.1
1235
170.0
756
IWA
1235
170.0
756
87.8
1235
170.0
756
64in
170.0
797
170.0
612
170.0
95S
170.0
691
170,0
1116
170.0
754
154.4
1158
t70.0
803
1158
170.0
$37
123.5
1158
170.0
8W
102,9
1158
170.0
861
882
1158
170.0
061
772
1158
170.0
861
So In
170.0
885
170.0
701
166.7
1042
1M.0
797
142.9
1042
161.1
832
125.t
1042
148.7
816
1112
1042
136.8
801
100.0
1042
1M.2
791
83.4
1042
125.1
782
71.5
1C42
125.1
782
625
IC42
125.1
752
63in
170.0
930
170.0
745
151.2
992
163.6
818
129.E
992
144.4
799
113.4
992
131.0
782
IN.$
992
121.4
768
90.7
992
1f4,8
758
75.6
992
108.4
745
64.8
992
1C8.0
744
56.T
992
100.0
744
68in
165.4
947
170.0
789
137.E
947
148.0
786
118.1
947
130.3
768
103.4
947
117.7
752
91.9
947
108.7
733
82.7
947
f022
727
68.9
947
95.1
713
59.1
947
94.0
711
51.7
941
94.0
711
721n
136.9
649
142.7
737
1132
849
121.6
722
97.0
"0
106.9
708
54.9
$49
26.4
698
75.6
849
88.7
6e6
67.9
849
52.7
673
56.6
849
75.3
659
45.5
$49
72.5
652
42.5
$49
72.4
651
76 is
116.6
762
120.7
665
96.3
762
1026
652
825
762
90.0
640
72.2
T62
90.9
629
64.2
762
742
620
67.8
762
692
613
4&1
762
62.8
602
41.3
762
59.9
597
36A
762
59.4
595
781n
10&9
724
111.4
W4
89.0
724
94.6
621
76.3
724
V-9
6W
66.6
724
74A
619
59.4
724
68.1
$01
63.4
724
63.4
SM
44.5
724
57.3
573
382
724
54.3
W7
314
724
53.5
565
90in
69.6
643
71.8
463
56.0
543
60.7
474
49.7
643
$2.9
4W
43.5
643
47,1
458
38.6
543
42.8
452
34.8
543
39.5
446
29.0
643
34.9
435
24.8
543
32.1
430
21.7
543
30.7
426
95In
61.3
478
58.0
427
41.6
476
49.7
419
40.9
1 478
43.2
1 412
36.8
478
38.6
406
31.5
478
$4.8
400
28.7
478
32.0
395
23.9
476
28.1
386
20.5
478
25.6
3W
17.9
478
24.2
376
1061n
40.3
377
41.1
341
33.5
377
34.6
335
26.6
377
30.0
330
25.2
377
20.6
325
224
377
24.0
321
20.1
377
27-0
317
16.8
377
19.0
310
14.4
377
17.1
304
Ill In
37.1
357
37.8
323
30.9
31°7
31.8
318
28.5
357
27.6
313
23.2
337
24.4
357
220
305
18.5
357
20.1
30t
15.4
35T
17.4
294
120in
29.3
3W
29.8
Z79
24.5
WO
25.1
274
210
306
21.7
270
18.3
306
19.2
fl30-020.8
16.3
30S
17.3
293
144 in
17,0
212
172
198
TAE31_ F 6R
Anchor Cs
t itv Table Ibs
Anchor Clip Patterns
Substrate:
2.71; Conorde
3.5k Conc.
Hod w CMU
FdMd CMU
PT Mod
Meal
Ax�wr Type:
3/16" Elm U(Lacon
1/4" Eloo UPvaoon
S118' Elco
Ui�n
3/16' Eba Uitacon
1/4" Eko Ultrxon
IM SS Eko
AggraGator
5/16" Elco
UOracon
114' 6S Eice
AEpreGator
t"0 Steel
Scow (C5)
S12 Steel
Scraw (M)
912 Steal
Screw (G5)
Edge D dance (bn}
1"
2-11r
1"
2.1/T
3-1/r
1"
2-tf2"
1'
2-ttr
2'
3-118"
r
0.48"
0.54.
0.324•
Embedment (InX
I-V4'
1--14'
1,14'
1-3/4"
r
I_lW
1-114'
1-114'
1-114'
1-1/4"
1-1/4"
r
1-3/8"
1-3l8"
varies
2 Anchom Q 4.7 ' Min. O.C. / statda-d or OFsat C11p (Fig. 1&2)c
390 Ibs
300 Ibs
4501bs
890 Iba
1 16441ba
270 It:a
280lbs
354 Ibs
740 bs
374 Ibs
664 Its
940 bs
341 ibs
442 Ibs
5e tba
4 Anchors ® 2.25 Min. O.C. I Standard (or Otfsot) C1p'(Fiq. 3X
700 Ibs
7W Ibs
580 Ibs
1410 bs
9W Ibs
N/A
5801bs
NA
630 Ibs
k/A
ON ft
WA
682 be
885 In
1120 bs
8 Anchom 1.15' Min. O.C. / Standard (or Ofaeq Cap (rig. 4X
960 bs
14001bs
WA
N/A
WA
WA
7601bs
WA
WA
N/A
TVA
WA
1363 bs
IT70 Ibs
22401bs
4 Anohors 0 3' Min. O.C. / (2) 20 AnGle Clips / (Fig. 5X
780Ibe
760 Ibs
660lbs
1550lbs
18901bs
540 LIA
5W The
N!A
M bs
748 Ibs
890 Its
1892Ibs
W2 bar
885 Ibs
I= Ibs
6 Anchors Q 3" Min. O.C. / (2) 2x5 ArV.e Clips 1(Fig. 6X
1170 bs
1170 the
1020 Ibs
23401bs
28441bs
6101bs
8401b3
WA
11401be
1122 Ibs
ISM iba
2833 Ibs
1022 Iba
1327 8u
1680 bs
4 Anchors @ 0,45' Min. O.C. / U4;4p, Into .125" Ater. (Fig. 7X
WA
NIA
WA
WA
NIA
WA
NIA
WA
WA
NIA
NIA
WA
NIA
WA
1430 km
2 Anchors @ 2.25' Min. C.C./ F-Oip (Fig. 8X
3501bs
350 bs
290 to
705 Ibs
476 Ibs
N/A
2801bs
NIA
315 bs
NIA
440 Ibs
WA
341 Rn
442 Its 1
560Ibs
4 Ant-Imm 0 1. IF Nin, C.C./ F4xp (Fla. 9X
480Ibs
700 tbs
WA
WA
WA
NIA
3W Ibs
WA
WA
NIA
WA
NIA
6V Ibs
885 Ibs 1
1120 tbs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9:
• • • • • • • • • • • •
• • • • • • • • • •
FIGURE 5: FIGURE 6: FIGURE 7:
10
• • • •
• • • •
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP.) X / ANCHOR CAP'"""„�1=ANCHOR CAP. ,,o
`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,
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 4.
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A 25" THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 A:ND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK
AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
---j 1.000- t--
1' X 4' X .125"I
MULLION
125'
• •4 •
•••••Q
•••••
•i
ti
c �
ai
0
U.)
N
T; U
Z W
O W
J 1n
J �
LLI o F-
m cr) C/1
•CD W
H • C7
r
PRODUCT REVISED
as comping with the Florida
Building odde
NOA-No. 17-0630.11
Expiration Date 05/26/2021
11III III//
��•``ONY LYNN,gj'•,,
_ * No.58705
O 5T 7 E (V�
�'
'/I fl'ONAL e\\O` 1.
A. LYIS�IrWLL1 E\A, P.E.
FL P.E.# 58705
TABLE 7A
Mullion Capacity Table lbs
Opening Width (for vertically-sper%Ing mLAIons) or Opening Height
(for hod2lortaly-epannirlg mullions)
so in
63 in
7C in
80 in
90 in
100 in
120 in
140 in
160 in
! x < X .373
Rectanguar
Loading
IrWTduW.
Lsadtng
Rectangular
Loading
Tr4prTrisng.
Leading
Rectangular
Loading
Tlaplreang.
Loading
Reetangdat
Loafing
Trapfillang.
Loading
Rectanguar
Loading
TrapiTriartig.
Loading
Rrtangdar
Loading
TrspiThxV.
Loading
Rectangular
L05ft
Tre lTdong.
Loading
Rectangular
L.oadng
TrepMUng.
Loading
PectwgAw
Loafing
TtaplTriarK.
Loadrtg
Alum. Tube
Mullion
� _G�j
t
SG
r
�r
G
tr
a
1-
QK
.CG
.I
V
�C
]
Vq
iG
nCG
c.
GK
.'G
Q K
2
QK
7
h
b
0:
U
8
2v
is
QA
2G
O
G
SGlK
U.T.
Mpg
V
421n
170.0
620
170.0
435
170.0
744
170.0
4T8
170.0
868
1 17&0
NX
170.0
992
170.01
St9
170.0
11161
170.0
521
1170.0
t2A0
170.01
521
170.01
1408
1170.0
521
170.0
1735
170.01
521
170,01
1933
170,0
$21
48 in
170.0
708
1 170.3
524
170.0
SW
170.0
584
170.0
992
17R0
630
170.0
1133
170.0
681
170.0
1275
170,0
677
170.0
107
17C.0
1 600
170.0
1700
1 170.0
660
170.0
1=1
1170.01
680
151.8
2024
170,0
6A0
170.0
147
170.0
5e3
170.0
896
170.o
631
170.0
104E
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
7W
170.0
t793
170.0
756
156.0
1919
170.01
7W
136.5
1919
170.0
756
170,0
797
170.0
612
170.0
958
170.0
691
170.0
1116
170,0d74170.0
1275
170.0
803
170.0
1434
170.0
337
170.0
1S94
170.0
856
09.9
1799
170.0
861
137.1
1799
i70.0
861
120.0
1799
170.0
861
172in
170.0
885
t70.0
701
170.0
1063
170.0
797
170.0
1240
170.0170.0
1417
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944
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156.5
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97.2
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156.7
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170.0
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117.5
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168.5
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167.9
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974
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789
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1169
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1472
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142.8
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147.5
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75.4
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112.6
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112.5
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r=
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170.0
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149.6
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159.4
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1232
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112.2
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125.7
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99.7
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115.3
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107,5
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74.8
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97.6
935
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92.1
927
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92.3
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160.1
1124
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1138.4
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147.0
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118.6
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128.8
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113.6
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105.6
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93.5
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89.0
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84.3
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83.2
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90 in
106.1
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111.5
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90.1
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94.3
736
77.2
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82.1
724
67.6
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73.3
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60.1
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65.5
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54.0
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61.4
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45.0
844
842
678
38.6
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33.8
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47.7
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98In
80A
742
91.5
663
742
742
772
662
63.6
742
67.2
641
55.7
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59.8
631
49.5
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44.6
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49.9
614
37.1
742
43.6
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31.8
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39.8
690
27.8
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37.6
584
108 in
W-6
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63.9
530
52.1
686
53.8
521
44.7
586
46.6
513
39A
686
41.4
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34.8
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37.3
498
31.3
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34.2
492
26.1
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29.6 !
481
22.3
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26.6
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19.5
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24.7
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57.5
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68.8
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48.0
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49.5
495
412
555
42-9
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38.0
480
32.0
555
34.2
473
28.8
SW
31.3
467
24.0
SW
27.1Mi6.3
24.3
448
22.4
442
120In
46.6
475
46.4
433
38.0
475
39.0
426
32.6
475
33.7
420
[jt=
29.8
414
25.3
475
26.8
409
22.8
475
24.5
404
19.0
475
11.1
1a.7
357
E14.34775
17.2
381
144in
26.4
330
26.7
305
22.0
330
22.4
301
18.9
330
19.3
297
1TA
293
TAR! G 7R
Anchor Ca Table bs
Anchor Clip Patbems
Strtntrate
2.7k Concrete
3.5k Cone.
Wjow CMU
Filled CMU
PT Wood
Matol
Anchor Type
3/i6" Elce Uttraccxt
1i4' Elcc tbvacon
S/1b Elea114"
Ultracon
3I1G Eko Ul7acon
1i4" Elea ULreaon
SS Eke
AgamGata
5(16' Eico
U rncon
1W SS Elco
AggreGator
W St"
Screw (G5)
#12 Steel
Screw (G5)
412 Steal
Screw (05)
Edge Distance CnX
i"
2-i/2"
1"
2-1/2"
3.118"
1"
21W
1"
2.112"
2"
3-116'
2'
0.48•
0,54'
0.324'
Embedment CmX
1-114'
1314"
1-31V
1-3/4'
2"
1-1/4'
1-114"
1-1/4"
1-1W
1-1/4'
1-1W
2'
1-3/8"
1-l8"
marks
2 Anchors a 4.75" Min. 0.0.181andard ix Olftiet Clip (Fig. 1&2X
39O the
390 W
450 ft
NO lbs1
1044 ibs
270 8n
280 Ibs
354 Ibs
740 U
374 The
664 Ibs
946 lbs
341 Ibs
442 Ibs
560 ft.
4 Anohom O 2.25' Min. O.C. / Standard (or OSset) Cip (Fig. 3X
700 lbs
100 tbs
S80 ft
1410 Ibs
952 ibs
NIA
560 Ibs
N/A
630 lbs
NIA
WO Ibs
NIA
682 ba
685 lbs
1 1120 lbs
8 Anchors Q 1.15' Min, O.C. I Standard (or OTsea Cllp (Fig. 4X
963 ft
140C ibs
WA
NIA
MiA
NIA
760 it*
NIA
WA
NiA
NIA
NA
1363 Ibs
1770 lbs
2240 bt
4 Anchors 0 3' M.tn. O.C. / (R) W Angle Clips / (Flg. 51
790 bt
780 Ws
680 Its
1560 Ibs
1896 Ibs
540 Ibt
5W lbs
NIA
760lbs
748 Ibs
880lba
1092 bs
682 lbs
865 The
1120 lbs
6 Anchors a 3" UK O.C. / (2) W Angle G6ps / (Flu. 5z
11701bs
1170 It*
1020 Ibs
2340 in
2844 Ibs
810 bs
840 Ibs
WA
1140lbs
1122 ibs
1320 Ibs
2b38lbs
10221be
1327 AS
1680 ibs
4 Anchors Q 0.45" MIrL O.C. / U-ctip, irto .125" Alum. (Rg. 7r
WA
WA
NiA
WA
WA
N/A
NIA
NIA
WA
NIA
NIA
NIA
WA
WA
1430 il>4
2 Anchos ® 2.25' Min. O.C.1 F•G11p (Fig. 8X
350 ft
350 lbs
290 ma
705 Ibs
476 Ibs
N/A
200 Ibs
NIA
3151t
N/A
440 Ibs
N/A
341 ft
442 Ibs
580 lbs
4 Anoiam a 1.15" kiln. O.C/ FCf (rig. 9r
450 On
7W lbs
WA
WA
! A
NIA
1 380lb4 I
N'A
WA
N/A
WA
WA
682 Ibs 1
W5 Ibsj
1120 bt
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4: FIGURE 8: FIGURE 9:
1• • I
• • • • • • •Es
Le
•
it
1 • • • • • • •
FIGURE 5: FIGURE 6. FIGURE 7:
ANGLE CLIP (FIGURES 6&6) MUST BE USED IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPI ) 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
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000"
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .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_ #10 & #12
ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
1.10-62" r'-
VX4"x.37s
T -MULLION
5"
---j 1.000" t-
4.000"
1
1"X4'X.375"
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.11
Expiration, DDaatte05/26/2021
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mullions)
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901n
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120 in
140 in
160 in
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170.0
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1116
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170.0
1243
170.0
521
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1 1488
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1170.01
1735
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1151.6
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170.0
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170.0
524
170.0
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584
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992
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170.0
1133
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170.0
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170.0
677
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1417
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170.0
563
170.0
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170.0
631
170.0
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170.0
684
170.0
1195
170.0
723
170.0
1346
170.0
747
197.0
1463
170.0
7S6
1392
1468
170.0
756
116.3
1468
170.0
756
104.4
1468
170.0
756
54in
170.0
797
17C.0
612
170.0
956
170.0
691
170.0
1116
170.0
754
170.0
1275
170.0
803
163.1
1376
170A
$37
146.8
1379
170.0
055
1223
137E
170.0
861
104.5
1376
170.0
861
91.7
1376
170.0
561
60in
170.0
855
17C.0
701
1170.01
1063
170.0
797
158.9
1158
170.0
878
1139.01
1158
167.4
930
123.6
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156.8
919
1 1111.21
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150.0
912
927
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144.8
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79.4
1158
144.8
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69.5
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170.0
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1170.0
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860
137.2
1051
155.9
862
120.1
1051
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106.7
1051 1132.3
837
96.1
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125.71
530
50.1
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119.5
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68.6
1051
119.1
621
60.0
1051
119.1
821
66in
167.1
967
170.0
789
139.3
957
151.5
805
119.4
967
134.0
760
104.4
957
121.6
777
92.8
657
112.8
787
93.6
967
10&6
769
69.5
957
100.0
750
59.7
957
98.9
748
52.2
957
9&9
748
72 in
128.7
W4
1362
698
107.3
WX
1152
684
91.9
804
101.3
671
80.4
604
91.4
560
71.3
804
54.1
650 -
64.4
404
T8.8
643
63.6
W4
72-3
633
46.0
804
69.9
6"
40.2
1 504
69.8
628
76in
109.4
722
114.4
630
91.2
722
97.2
018
79-2
722
85.3
SW
68.4
722
76.7
596
63.8
722
70.3
588
54.7
722
65.5
580
45.5
722
69.5
570
39.1
722
56.7
$65
34.2
722
56.2
564
2
75 in
1012
690
106.8
800
54.4
88S
69.6
See
72.3
683
78.5
577
63.3
665
70.5
553
86.2
685
64.6
560
60.6
665
60.1
653
42.2
$85
54.3
543
36.2
685
51A
537
31.6
885
50.7
5W
00in
669
515
6S.0
457
54.9 1
515
57.5
449
47.1
615
50.1
1 441
41.2
515
44.7
434
36.6
615
40.6
426
33.0
515
37.4
422
27.5
515
33.1
413
23.5
515
30.5
407
20.6
515
a
44D4
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64.3
4S3
65.0
404
46.3
463
47.1
397
WS
453
41.0
391
m.9
453
38.4
US
302
453
33.0
379
27.2
463
30.4
374
22.6
453
20.0
3W
19A
453
24.3
360
17.0
453
229
356
108:n
38.1
355
39.0
323
31.8
353
32.8
318
27.2
358
28A
313
23.8 1
358
25.2
308
21.2
358
22T
304
19.1
358
20.6
300
1"
358
18.0
203
Ill in
35.1
338
35.9
306
29.3
338
30.1
301
25.1
338
26.1
297
27-0
338
232
293
19.5
3W
20.9
289
17.6
338
19.1
235
120 in
27.8
290
28.3
264
23.2
290
23.8
200
19.9
290
20.6
258
17.4
290
18.2
253
15.4
290
16.4
249
1441.
16.1
201
18 3
186
rARI c na
AnchorCe city Table(Iba
AnehorClipPattema
Subst 27r OoMOt
air Cone.
HA11W' CMU
Fined CMU
PT WOod
Meted
Anchor Tfim Wir ElcoUErucon
V.i BcoU80lcon
5l16' Elco
Uara on
316"J aUitr�on
1/4°EkoUln on
1/4' $3 Eko
A90MG21tor
&I Elco
UWacon
V4 S3 Vco
Aggre30cr
#10 Steel
screw(GS)
012 SWev
screw(W)
Steel
We* (G )
Edge 139arue (lnx 1'
2-112'
1"
2-1/2'
3.1I8'
1'
2-1/2"
1"
2-VZ'
T
3-116'
2'
0,48'
0.54'
0.924
EmbedrneN ony 1Sr4"
144'
13141
1314'
2'
t-1/4"
1-V4'
1-114"
1-114'
1414"
14W
2'
13r8"
133'
)Oft
2 Anctrors 0 476' Min. O.C. I StamaM crOISet Clip (tag. ly SW IDS
3M 8s6
410 bS
890 its
16U lbs
27010s
26D Ws
35410S
740Ibs
374 bs
564 815
W6 ins
341 lt)3
4421bS
560 01s
4 Arrctldrs 6 1.15' Mtn. O.C. I Stan MM (or OO4et) CUP 099. 4 480 bs
700 bs
NIA
NIA
NIA
NIA
380 Us
NIA
WA
NIA
tVA
WA
682lbs
885 bs
112D Ibs
4 Anchors @ 3' Min. O_C. l (2) 2r5 Adgie Clips I (Fig. 4 75D IDS
760 to
680 IDS
15M W
189a bs
540 bs
Sw Ibs
NIA
76C its
748 b5
SW Its
IIW Ws
682 Ibs
886 bs
112D Ws
4Arcnods Ift 0.45" Min. O.C. I U-Clip. hllo .125" Ahim (FIg, 4X NIA
WA
NIA
NIA
P41A
NIA
NIA
NIA
9A
NJA
NfA
t8A
NIA
NSA
1430 its
1 And tor/ F C ip (Fig. 4 105 bs
1961ts
225 bs
445 TS
922 Ins
135IDS
140 to
177 Ibs
370 lb3
167 Ibs
332 rm
473 Its
1701bs
221 Ibs
280 475
2 Anchors A 1.15• Min O.C-i FL'Ip g 61 240lbs
SW t6
1 NtA
WA
NIA
NIA
190110
NIA
WA
NIA
WA
WA
341 103
442 Um
560 WS
NOTE: FOR THE OFFSET CLIP, U5t I Him SAW: ANC:HUK VA I I tKN ANU M4,MUK VALUCa AJ r he a I ANLV%MU "Ir-.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE
CLIP MUST
• • • BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP„j X ( ANCHOR CAP.,,, -) = ANCHOR CAP..
`MULLION CAP.,,,,,,,, E
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
ADD ITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE,
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
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.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
I- 1.250'--{
3,188"
1.25' X 3.188" X .265• MULLION
(1-1/4' VF MULLION)
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No- 17-0630.11
Expiration Date 0,5/26/2021
By
IIIIIIIII
aNY LYNN "'�•,
i
Vic
No. 58705 * =
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A. LAP(IIWIIL�R, P.E.
FL P.E.# 58705
LLI
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TABLE 9A
Mullion Capacity Table (IbsV)
Opening Width ((or yerticaly-spanning mullon9) or Opening Height (for horizorlts"panning rquiilons)
50 In
60 in
70 in
go;
90 in
100 in
120 in
140 in
I W in
1 26 X 326
X.400
Rectangular
Loading
Traprrrtano.
Loading
Reetangdtar
Loading
Trap?rtang.
Loading
Rectangular
Loa&.-Q
TrapRrleng.
Loading
Restanguktt
Leading
Tiapfftng:
Loading
Rectangular
Loading
TrWTrlang.
Loading
Rectangular
Loading
TrWTrinrg-
Leading
Raotangular
Loading
Ttaproang.
Lauding
Rectangular
Ldwding
TrapRitano.
Loading
Rectangular
Loacin
7tap7rbng.
Loading
Alum. Tube
1411tnion
b
I d
s
a
42 in
170.0
620
170.0
435
170.0
744
170.0
476
170.0
868
170.0
506
170:0
992
170.0
519
170.0
111E
170.01
521
1513
i116
170.0
521
1 127.7
1 1119
170.0
521
109.5
111E
170.0
521
95 E
111E
17o.0
521
48 in
170.0
7M
170.0
524
170.0
850
170.0
S84
1 167.E
978
170.0
630
14117
1 978
170.0
861
130.4
978
170.0
677
117.3
978
170.0
580
97.E
1 676
170.0
6W
83.8
978
17Q0
SM
73.3
STe
t70.0
880
50.625 h
170.0
747
170.0
563
170.0
89e
170.0
63t
150.7
927
170.0
684
131.9
927
186.6
706
117.2
927
159.1
899
101.5
927
159.3
698
87.9
927
158.3
895
75.4
927
158.3
695
66.9
927
156.3
885
641n
170.0
797
170.0
612
154.5
889
170.0
691
132-5
ass
153.9
663
115.9
669
141.6
668
103.0
869
134.0
WO
92.7
869
128.8
654
77.3
869
128.8
662
68.2
869
128.8
652
57.9
W9
128.8
652
60in
143.2
745
153,E
634
110.4
748
132.3
020
102.3
746
117.E
W9
119.5
746
107.E
599
79.6
746
101.0
592
71.6
746
96.E
587
59.7
746
93.3
583
51.2
740
93.3
503
44.8
746
93.3
$83
63in
123.7
877
132.0
$79
103.1
677
113.2
566
88.4
677
IWA
565
77.3
677
91A
548
88.7
677
85.2
539
61.9
677
81,0
511
51.6
677
77.0
529
44.2
VT
76.7
329
38,7
E77
-16.7
525
66 in
107.E
SIT
114A
530
60.7
017
97.a
51S
W9
617
88.3
509
67.3
617
70.3
500
59.8
617
72.6
494
53.8
617
68.7
492
44.8
$17
$4.4
483
38A
817
83.7
482
33.6
817
63.7
492
72 in
82A
518
87.1
450
89.1
518
74.2
440
59.2
518
65.2
432
61.8
518
69.8
425
46.1
518
54.2
416
41.4
51,8
50.7
414
3C5
618
46.8
408
29.E
518
45.0
4W
2.5.9
518
46.0
405
r�
76 in
70.6
465
-73.7
406
56.7
465
62.E
398
5C.3
465
54.9
393
44.1
485
49A
384
39.2
465
45.3 1
376
35.2
465
42.2
374
29.4
405
38.3
387
25.2
4ti5
38.5
364
22.0
465
30.2
W3
�i
78 in
65.2
441
68.0
387
54.3
441
67.7
379
48.6
441
Sa.6
372
40.E
"1
45.4
388
36.2
441
41.6
360
32.0
441
38.7
355
27.2
441
34.9
349
23.3
441
33A
346
20.4
441
32.7
345
90 n
42.4
332
43.E
206
35.4
332
37.0
289
30.3
332
32.3
284
26.5
332
28.E
280
23.6
332
26.1
276
21.2
332
24.1
272
17.7
332
21.3
266
15.2
332 1
19.6
262
113
332
/8.7
260
geIn
35.0
291
35.0
260
28.1
291
30.3
256
25.0
291
26.4
252
21.9
291
23.5
248
19.4
291
21.3
244
17.5
291
19.5
241
14.8
291
17.1
238
12.5
291
15.6
232
ice in
24.6
230
26.1
208
20.5
230
21.1
205
17.5
230
18.3
201
15A
230
16.2
198
III in
22.8
218
23.1
197
1e.9
218
ISA
IN
16.2
216
I&S
191
14.1
216
14.9
!88
120 in
17.9
IV18
2
170
t4.9
187 1
11.3
167
TABLE 9B
Anchor Capacltyr Tabs Ibs
Anchor Clip Patterns
Substrate,
2.7k Concrete
3.Sk Conc.
Hollow CMU
Filled CMU
PT Wood
Metal
Anchor Type-
3716' dco LIRrFcon
1/4• Elco L4tracon
5I16' Ef�
Ui�n
3/16 Eke Ultraoon
114" Etco Utbacml
1/4" SS Elco
AggreGO:r
5116' E'oo
1.11twon
1/4' SS EW
AppreGator
910 Steal
Screw (G5)
X12 Steel
Screw(W)
412 Sted
Scmw (G5)
Edge Distance (n).
1"
2.1/2"
1'
2-1/2'
331/V
1"
2-11Y
1"
2-1/7
2'
3-1/8"
2"
0,48'
0.54"
0.3241
Errlbsximent {m
t XV
1-314"
1.Y4'
13/4'
2"
1-1/4'
1-1/4-
1-1/4'
1-1/4'
1-114"
1-114,
2'
13/8"
1-3J9'
lanes
2 Anchoa Q 4.75" Min. O.C. / Standard or Whet gip (Fig. ix
390 be
Ibis
450 bs
69(i Ibs
1644 Iba
270 0>s
2801bs
�i4 Iba
7401be
374 lbs
664 Ibs
946 Am
341 W
442 tbs
WO ft
4 Anchxs @ 1.15" Min. O.C. I Standard (or OtYet) Clip (Fig. 2}
480 to
700 the
NIA
N/A_
N/A
NIA
SW be
WA
N/A
N/A
N/A
NIA
682 Ibs
$55 9rs
1120 In
4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips 1(Fig. 3X
780 to
T80 Ibs
680 lbs
1560 Ibs
1896 Ibs
540 lbs
Sm the
WA
760 to
740 lbs
880 lbs
1692 lbs
682 The
855 lbsL
Ox
3 Anchors ®0.54" Ltk1. O.C. / U4rGp, into .100" Atun. (Fig. 4):
NIA
NIA
NIA
N/A
NIA
WA
NIA
NIA
NIA
NIA
t+UA
NIA
WA
N/A
Ibc1
AneberIF-C'ip (Fig. 5):
195 bs
195 lbs
225 ft
445 bs
822 Ibs
135Ibs
1401be
177 Iba
370Ibs
187 ibe
332 Ibs
473 Ibs
173 Ibe
221 ibslbs
2 Ancbars Q 1.1W Min. O.C./ F-C ( . 6
240 Ibs
360 iha
WA
WA
WA
N/A
190 Ibs
NIA
�W'A
WA
WA
WA
341 Ibs
442 IbsIbs
FIGURE 1:
• •
1
FIGURE 2:
� e
FIGURE 3.
ANGLE
e ` BEIUSED
T
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
•
0 •
TABLE NOTES:
i} SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXAC T DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
606345 AND SEA MINIMUM OF .100" THICK STEEL STUDS TO SE 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 SCRSIN THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
{DPX l ANCHOR CAP .,,•,,rr� '_ANCHOR CAP.
`MULLION CAP. -cum,
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
ADDITICNAL ANCHOR OPTIONS FROM THE
i ANCHOR CAPACITY TABLE.
1.25'X3.25"X.100'
MULLION FCR
FIELD -MULLED UNITS
1.250"
1.25*X3.25'X.100'
MULLION FOR
FACTORY -MULLED UNITS
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PRODUCT REVISED
as comp irtg with the Florida
Building ode
NOA-No. 17-0630.11
Expiration
By
�11tlitrl///
A'( LT N/V
..10ENq *i`�F
* ; No. 58705
4'
MATE 0 1,
�'''S�I / NAL
A. LYNN MLI.._R, P.E.
FL P.E.# 68705
TABLE10A
Mullion Capacity Table 6ba4e)
Opening Aldth (Torvertica"annillg mdlinns) or Opening Height (for honzwbilyFspanning mullions)
so in
60 in
70 in
89 In
90 in
100 in
120 in
140 In
160 in
126 X 32iS
Rectangular
Trap?tiang.
Rectangular
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Trapirriang.
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Traprrriang.
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42 in
170.0
620
17C.0
43S
170.0
744
170.0
4M
170.0
$68
170.0
506
1 170.0
992
170.0
519
110.0
1116
170.0
521
170.0
1243
170.0
621
170.0
1468
170.0
621
170.0
1735
170.0
521
170.0
1983
1 170.0
521
48 In
170.0
! 708
1TC.0
624
110.0
950
170.0
664
170.0
992
170.0
630
170.0
1133
170.0
601
170.0
1275
170.0
677
170.0
1417
170.0
680
170.E
1700
170.0
680
169.7
1979
170.0
E80
148.5
1975
1700
610
SCAM in
170.0
747
110.0
663
170.0
093
170.0
631
170.0
1045
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
74T
1T0.0
1494
1740
756
170.0
1793
170.0
766
1526
1877
170.0
756
133.5
IU7
170.0
756
S4 in
170.0
797
170.0
612
170.0
956
170.0
691
170A
1116
170.0
764
170.0
1275
176A
003
170.9
1434
170,0
a37
170.0
1594
170.0
8f.6
166.4
1759
170.0
861
134,1
1759
170.0
661
117.3
1759
170.0
981
101n
1T0.0
885
170.0
701
170.0
1063
173.0
797
170.0
1240
170.0
878
1700
1417
170.0
944
161.1
1511
170.0
996
145.0
IS11
170.0
1033
120.8
1511
170.0
1063
103.6
1511
170.1
1063
S0.6
1511
170.0
1063
63in
170.0
930
170.0
746
170-0
1116
170.0
1 650
170.0
1302
170.0
1 9/0
iS6.6
1370
1 170.0
1016
1392
13T0
170.0
1076
t25.3
1370
164.0
1082
104.4
1370
156.9
1072
09.5
1370
155.3
1070
78.3
1370
155.3
10"
0
66in
170.0
974
170.0
789
170.0
1169
170.0
903
155.6
12A8
170.0
1002
1351
1248
150.6
10/3
121.1
1241
147.1
1000
108.9
1248
133.0
M90.8
1248
130.4
978
77.8
1248
129.0
975
E8.1
1248
129.0
975
e/
72 In
167.8
1049
170.0
075
139.9
1049
1502
892
113.9
1049
132.1
875
104.9
111149
IISA
660
93.2
1049
109.7
846
93.9
1049
10271
838
63.9
10449
94.3
825
59.9
1049
91.2
020
624
1049
91A
820
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76in
142.7
941
t49.1
L12
118-9
S41
126.6-
806
101.9
941
1112
791
99.2
941
100.0
777
79.3
941
91.7
766
71.4
941
05.1
1 TV
59.5
941
71.6
744
51.0
941
74.0
737
44.4
941
73.3
736
$
76in
132.0
194
137.6
763
110.0
894
116.9
767
94.3
894
102.4
763
S2.5
894
51.9
740
73.3
094
84.1
130
66.0
894
70-3
T21
56.0
094
70.1
707
47.1
894
$7.0
701
41.3
694
65.1
Me
90 in
85.9
671
68.7
598
71.6
671
74.9
585
61.4
671
65.3
RS
617
671
S8.2
566
47.7
671
52.9
560
410
671
48.8
551
35.8
671
43.1
&M
30.7
671
39.7
531
26,9
671
3T.9
526
96In
70.8
690
72.9
527
$9.0
590
61.4
518
50.6
6w
63.4
6C9
44.3
590
47.5
502
39.3
690
43.0
494
35.4
5W
35.6
488
29.5
590
34.7
477
25.3
$90
31.6
469
22.1
590
29.6
46a
106 in
49.7
466
50.8
421
41.4
466
42.8
4U
36.5
466
37.1 I
408
31.1
466
32.9
402
27.6
466
29.7
3"
24.9
466
27.1
391
20.7
466
23.5
382
17.0
466
21.2
375
15.5
4E6
19.6
370
,,?I in
45.8
"1
46.7
400
36.2
441
39.3
393
32.7
441
34.1
387
28.6
441
30.2
382
25.4
441
272
378
22 9
441
?A.9
3Ti
19.1
441
Z1,S
363
16.1
441
19.3
356
14.3
id1
17.8
35i
120in
36.3
378
36.9
344
302
378
$1 0
339
25.9
378
29.8
334
22_7
378
23.7
329
29.1
378
21.3
325
1& 1
3T8
ISA
321
1SA
378
16.7
314
U41n
21.0
2W
21.2
242
17.5
262
17.8
239
16.0
262
15.3
236
TABLE IOB
AnchorCapacity Table (lbs)
AnehorClip Pattems
Substrate
2.7k mreroe
aak Cox.
Has" CMU
FI1edC'0U
PTwxd
I4fetel
3K6' Eieo?NEraca3
v4° Ekol�krecort
516" Elco
unwon
�1G t leo Ultracon
114" �otlttracon
V41SS Eko
AggfeG"
We' E1co
UkWan
v4' SS Elco
AggmGalcr
4r13 Steel
Screw (G5)
1t12Stee1
Snead (G-5)
012 Steel
Screw ice?
EdLv Ustame pnI
1'
2-117
1"
2-1r2•
31/8"
1"
2-v7
1'
2-v2'
Z'
S-118"
7
OAV
00 &w
0.324'
� Embnent 60
1-&4"
144"
I -we
13r4'
2"
1-v4'
1-v4"
1-1/4'
1-Ide
1-114"
1-lie
2'
1-se"
1-stir
verles
2 Anton 49 4.75' Min O.0 / Stan(= or00§et COP (Fag. t)
300 bs
390 Ws
450 Ibs
890 ft
16441bs
2701bs
2W Its
364 Ibs
74_0_lbi
374 Ibs
661 Iba
946 tls
34105 5
442 ttas
WO gas
4 Anchors 1% 1.15' Mkt. O.C. / Standard (or Othd) Cop (Fig. 21
490IOs
7001A
NIA
NIA
NIA
NIA
390 Its
NIA
WA
NIA
WA
NIA
682 ibs
885 In
1120 0s
4 Am 11015 0 3" Mgt. O.C_ I M 2c5 Angle Cops I (Fig. 31
780 03s
780 Its
680 bs "
156D Its
1 NG Its
540 Ras
5W 9s
NIA
7601be
748 Ibs
Sao Ibs
109 u
682 ibs
885146
1120 its
3 Ane hds a 0.54' M In. O.C. I U-C tp, Into . 1100 Alum. (Fig 4I
NIA
WA
IAA
IVA
IVA
NIA
WA
N/A
VA
N/A
WA
WA
NIA
WA
9501t1s
1 Anchor/ FC> (Rg. SI
%5 8as
195 @S
225 bs
4451t9
t322 ins
135Ibs
140 its
177 Ins
370113e
187 fbs
332 Rib
473 its
I
170lbs
221 gas
2501ts
2 AnctXas 0 1.13" Mn. O.CJ F (Fig. 6I
240105
1 350 Its 1
N/A 1
h/A
WA
H/A
1 100 Its
NIA
WA
N/A
WA
WA
341 ibs
4 r2106
550 Its
FIGURE 1: FIGURE 2:
TABLE NOTES:
41 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
USED IN 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE 4. FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHA'..L BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
• .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL
• • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 J;< #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S.
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP",)X ANCHOR CAP.,,a,� =ANCHOR CAP.,,,
MULLION CAP.,,,,,,,,a,
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (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.
125" X 3.25" X .624" 125" X 3.25" X .624"
MULLION FOR MULLION FOR
FIELD -MULLED UNITS FACTORY -MULLED UNITS
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.11
Expiration Date
By
01%111111/II/
Q". 'Q
No. 58705
SATEO
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,,,'O VAL 1ENG �.
A. LYNN MILLER, P.E.
FL P.E.#58705
a
TACT C 44A
Mullion Capacity Table (IbsRe)
Opening Width (ktrvedicellyspervft mullions) or Opening Height (hx•horizorta"penning millions)
5D in
60 in
70 in
80 in
9D in
100 in
120 in
1411 in
160 in
Rectangular
TraTJTrimg.
Rectangular
Trap/Triang,
Ractangulu
TropJTrirng_
Rectangular
Ttep?deng.
Rectangular
Trep/Triang.
Rectangular
Trap/Triam},
Rectangular
TropTriang.
Rectangular
Trap(Tri3ng,
Rectongolar
Traplrrieng.
1 25 x 3 94
Loading
Loadirsg
Leading
Loo3ing
Loading
Loading
Loading
Loadin
Loading
Loading
Loading
Loading
Loadng
Loading
Loading
Laadang
Loading
Loading
x -624
Alum. Tube
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42in
170.0
620
170.0
1 436
170.0
744
170.0
478
170.0
868
170.0
506
170.01
992
170.9
619
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1449
170.4
521
170.0
1735
1170.0
621
170,11
'1533
170.0
E21
48in
170.0
709
170.0
524
, 110.0
#60
170.0
594
170_C
992
170.0
630
1700
1133
170.0
661
170.0
1275
170.0
677
170,0
1417
170.0
6E0
110.0
1700
170.0
680
170.0
1983
370.0
E80
170.0
2267
170.0
689
60.62f in
170.0
747
170.0
663
170A
896
170.0
63t
170.0
1046
170.0
E84
170.0
1195
170.0
723
1 170.6
1346
170.0
747
170.0
1494
170.0
766
170A
1793
170.0
756
170.11
2092
170.0
756
170.0
2391
170.0
766
54in
170.0
T97
170.0
612
170.0
956
17CO
691
1170,0
1116
1710
764
170.0
1275
1700
903
V0.0
1434
170.0
937
170.0
159d
170.0
856
1TO 0
1913
170.0
861
170.0
2231
1T0.0
061
169.2
2403
170.0
061
so In
1700
885
110.0
701
170.3
1063
170.0
797
170.0
1240
110.0
870
170.0
1417
170.0
944
170.0
1694
170.0
996
170.0
1771
170.0
1033
1710
2125
1100
1063
146.3
2163
170.0
1063
129.0
2163
170A
1063
631n
170.0
930
170.0
746
110.0
1115
170.0
850
170,C
13M
170.0
940
1TO.0
1 1468
170.0
1016
170.0
1673
170.0
10T6
170.0
1 1859
1700
1122
156.9
2C60
170-0
1169
134.5
2060
170.0
1171
117.7
2060
178.0
1171
v
66 ir,
170.0
974
170.0
T89
!, 1700
1169
170.0
903
170.0
1364
170.0
1002
170.0
1660
17CA
1086
170.0
1753
170.0
1166
170.0
1948
t70.0
1210
143,0
1966
170.0
1275
t225
2966
170.0
1285
107.2
1966
170.0
1286
t
1
72 to
170.0
tO63
170.0
878
170.0
1275
170.0
1009
170.0
1488
110.0
1126
170.0
1700
1T0.0
1279
154.1
1734
1700
1315
138.7
1734
165.8
1386
115.E
1734
166,9
1364
99.1
1734
150 4
1352
E6.7
1734
1502
1352
937
170.0
1346
170.0
1060
158.E
1566
179.0
Mill
14T 4
1656
165.2
1285
131.1
155E
161.6
1266
117.9
1566
U13
12S I
92.3
1666
128.3
1229
04 2
1556
122.3
1219
733
1556
1212
;216
TO in
170.0
1122
170.0
_0
79In
170.0
1151
170.0
967
170.0
1381
170.0
1 116
165.8
1417
169.3
1245
1 136A
147T
162A
1224 1121.2
U77
139.1
T206
109.1
1477
129.5
1191
90.5
U77
116.9
1169
77.9
1477
110.9
1168
68.2
1477
109.3
1164
90In
1420
1110
146.5
986
118.4
1110
123.9
958
1015
1110
101.9
951
88.8
1110
96.3
936
75.9
1110
07.5
922
71.0
1110
80.7
910
59_2
1110
71.3
8M
60.7
1110
65.6
873
4C4 11110
62.7
870
96In
117.0
975
120.3
072
07.5
975
101.E
856
83.8
975
803
842
73.2
S75
70.5
529
66.0
975
71.2
81T
583
975
G5.4
007
48.8
975
57.4
789
41.0
975
62.3
776
36.6
975
49.3
767
108in
92.2
771
114.0
696
60.5
771
703
605
50.7
771
61.3
674
61.4
771
54.3
664
45.?
771
49.0
655
41.1
771
44.9
611
34.3
771
38.9
632
29A
T71
36-0
621
25-7
771
324
612
111in
75.7
730
77A
661
$3.1
730
65.0
6S3
64.1
730
56.3
64O
47.3
730
49.9
631
42,1
730
45.0
622
37.9
730
41.1
6U
31.6
733
35.6
600
27.0
730
31.9
689
22.7
730
29,5
581
120in
59.9
62:
61A
569
49.9
62d
512
6EO
42.8
624
4d.3
552
37.5
62A
39 2
$44
33.3
624
35.3
537
30.0
SM
32.2
531
25.0
624
27.7
519
21.4
624
24.8
SCS
1E.7
624
22.5
50t
Win
34.7
433
36.1
4D0
28,9
433
29.4
395
24,8
433
25.4
390
21.7
433
22.4
385
19.3
433
2D.0
381
17,3
433
11.2
3T6
TAn r 440
{ /1G)tiL 1 1 u
AnchorCapachy Table pbs)
Anchor Clip Panama
SUbstraW
2.7k CW We
3 uk Conc,
moll" cmu
MdUlu
PT Wow
Metal
mchar Type'
3016' Eu1 Ullman
v4' EkoUllocon
916' Elco
Ultmon
3116 Elco lleracan
1fa" ElfoUltraCal
V4' SS EY
Aggref'tor
`✓16• Eico
Ultiwan
1/41 SS Elco
AggmGatar
#10 Steel
Sc" (G`i)
#12 Smd
Saw (C*
012 Sted
Screw (G5)
Eoge Olstame pnx
1'
2-1/7
1"
2-1/2"
3:/ti`
1"
2-V2'
1"
2-v7
2'
3.1/8"
7
0.10•
0.54,
0.324'
Erribcdknent ony
1 31V
13`4
;314'
1314'
2'
1-1/v
1-Ur
11-1hr
1-ve
1-114•
1-1t4'
T
1_tS'
148"
varles
2 Anchoro C 4.761 Min O.C.I SU MRt Cr 01W COP (99 1X
3W toy
390 Ills
45D lbs
890 On
1644 bs
27O IDS
250 lbns
3m Itm
7401br;
374 Ibs
664 lbs
046 Diet
341 lbs
442 to
560111:16
4 Anchors Q 1. W Min O_C. I 51ZICItn fir Onset) COP (1719 2X
480 fb9
7001bs
NIA
WA
NIA
NIA
3m Its
NIA
NIA
NIA
WJA
NIA
6B2 01s
885 It>s
1120 Oro
4 Arc hDIS Q T Min. O. C. I (2) 25 Angie COPS I (Fig 4
780 bs
780 M
680 Ibs
1560 Its
18961bs
&v10 Ibs
5601bs
NIA
760lbs
748 es6
aw to
1892 RS
682 lbs
885 lbs
1120 to
4 Aru hors Q 0.54' Llin- O.C. I U-M. Uft .100' Adorn. (Fig 4k
NIA
IVA
NIA
IVA
NIA
NIA
?VA
NIA
WA
NIA
WA
WA
NIA
WA
1267 Ito
1 Arc her / FCBp (Fig 5}
1% Dx
195 lbs
225Ibs
445 Ibs
822 Ibs
3351bs
140 015
177 es
3701b6
187 lbs
332 We
473 8ts
170 lbs
221 Me
2SO Its
2 Anchors Q 1.15' Mirt O.CJ FCiip (E 6X
240 fbs
1 350 Ib6
NIA
WA
W:/A
NIA
1110 to
WA
I WA
NIA
NIA
IVA
341 lbs
442 ens
lip we
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE
CUP MUST
• O • • BE USED
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
O •
� o •
ANCHOR CAPACITY ADJUSTMENT FORMULA:
pp'.) X ( ANCHOR CAP .,,,,,,,t„ ) _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 Obi USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045" THICK (1$ GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
0
1.25' X 3.94' X .624'
MULLION
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PRODUCT REVISED
as comp)ya'n with the Florida
Building Code
NOA-No. 17-0630.11
Expiration Date"126/2021
\xtIIIIIiIIII
i
10ENSF'
No. 58705
��0 ST
FliERTi V
%IFS "'•�IORIDP •'\��
///'OA/AL 1S
A. LYNN MILLER, P.E.
FL P.E.# 58705
TGRI F 17A
MuUlon Capacity Table (tbs/ie
Opening Width
(for verticakj-spargling mufflons) or Opening Height (for hor(zonlaksparring
mt lions)
50 In
60 in
TO in
80 In
90 In
100 in
-Rectangular
120 In
1401n
160 in
2 x 4 X 23
Rectangular
Looting
Tr*Tdang.
Loodng
Recmngdor
Loading
Trap'Tdang.
Loading
Rectangular
L.oadktg
ThIllmang.
Looting
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Anchor Capacity Table jibs)
AnehorClip Pattems
Substrate
2.71C COOP Me
3.5k cox
Roan CMU
Ft:eOCMU
PT Wood
tslctal
Anchor Type
316Elta Ubracan
t/4" Eko Uttrecon
516' Elco
U111mon
316• Eko Uftracon
4/4" EtoUltracon
1/4^ SS eco
AggreGator
&16- Eko
Ultraton
1/4' SS Eco
Aggre"Or
WORM
Screw (G5)
#12 Steel
Screw K4
K12 Steel
Screw (GS)
Edge UisUnce 0nY
11
1 2-1/2
1'
2-17
3.1/8'
1•
2-V2'
1"
2-UZ
2"
3-1/8'
2'
0.48-
054'
0.324'
Eirtem!nt nx
1314"
1 13/4"
1314'
13+4'
Y
1-1/4'
1-1/4"
1414'
1-VC
1-1/4'
1-1/4"
2"
1-",
1 Wr
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2 Anch,3rs @ 4.79• Min O.C. I St NXM or Ogg Clip (F1g. 1&4
3iD ib9
1 390 bs
45D bs
890 Ibs
1644 tens
27013s
250 Its
WA bs
740 Nis
374 be
664 Its
91610E
341 Ibs
d421bs
560 WE
4 Anchors ® 2.68" Mtn D.G I Smmmdaal (or Crhet) Cfip ft 3)
7401159
740 bs
63D Ib3
1485 Ma
1424 Ibi
NIA
5m tea
NIA
695 IbE
NU
HW lbs
WA
U 21bs
685 Ins
I 1120 Inn
6 Anchors Q 1.711 M In D.C. 151814WO (Or Met) alp (199 4)
W5 bs
050 10
75B Ibs
1946 is
NIA
WA
705 IIb
NIA
799 Ibs
NIA
N/A
WA
10221bs
1327 Its
1680 Its
4Anchors U T Min O.C. I (2) 2x5 Argte CBp3 / t 9g 6k
780 its
7
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15M Its
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Ib4
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748 bs
am 9x
189210E
6821bs
BW Ibs
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SAM 11019 @ 3" Mh O.G I (2) 2x5 Angle Caps t (Flu 4
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1170 It6
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234326
2644 ID9
8
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1122 Ibs
132D bs
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1327 NX
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3 Arr hors ® 1.34' M In. OX / U-C6p, into A26' Alum. (Fig. 4
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N/A
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N/A
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WA
NIA
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1073
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N/A
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141A
WA
N/A
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WA
NIA
WA
NIA
N/A
WA
NIA
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21 87d
2 Anchors Q 766" Min O.Ci F-M (Fig 4
SM bs
1 370Ib9
315Ibs
743 IW
712 Me
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348 its
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440 bE
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341 Ibs
1 442 its
WD IDS
sAmtnrs @ 1.71- Min. O.C.t F-a, 1911
4431bs
I 525 bs
1 379 IDS
973 Ibs
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511 Ibs 1
864 ke
843 IDS
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP..) X ( ANCHORCAP..,., _ANCHOR CAP.,
MULLION CAP,,,,,," j
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT 1S LOWER THAN THE MULLION
CAPACII Y (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.
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
�j CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
� • • • • • NOE*
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN
• • • • THE FIELD FOLLOWING DIMENSIONAL RES i RICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
• • LOCATIONS.
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
' • • (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 83 AND .045" THICK (18
• • • • IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
• • • • • THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
2' X 4' X 25" MULLION
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NOA-No. 17-0630.11
Expiration Date 05/26/2021
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Mullion Capacity Table
Opening Width (W vertica*sparwyrlg
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170.0
974
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1364
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1753
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1155
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176.0
1210
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2727
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3117
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1232
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1703
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2550
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2832
148.4
22161113.E
2632
128.4
218E 1
97.E
2e32
115.1
2128
95.4
2832
106.3
2096
120 n
170.0
1771
170.0
158E
170.0
2125
170.0
1859
554.4
2252
159.9
1991
135.1
2252
141.4
1964
120.1
2252
1272
1938
108.1
2252
116.1
1915
90.1
2262
99.8
1872
77.2
2262
W.9
183E
67.6
2252
81.4
1180E
t44 in
125.1
1564
126.6
1445
iC4.3
1564
108.1
1425
80.4
1584
91.5
1407
78.2
1564
80.7
13110
as
ISM
72.3
1373
826
1584
BS.7
135E
52.1
15"
56.0
1330
44.7
1564
49.2
1305
39.f
1584
44.4
1283
I POLO 1013
Anchor
Ca
cIty Table
Substro:e:
2.7k Concrete
3.5k Cone.
Holow CMU
Fi6fd CMU
PT Wood
Metal
AttcrOr Type
3/16' Eteo UYraeon
1/4' Eke U tracon
Stir Eke
tNtraaon
9I16" EkO U77aron
1/4'' Eeo UhracOn
Ihr SS Eke
AggveGatar
5115" Etce
UDtaeon
114" SS Eko
AOgreGrdor
#10 Steel
Shrew (G5)
012 Steel
Screw (G5)
#12 Sted
Screw (G5)
Anchor Clip Patterns
Edge 013tanoo (nr
1"
2.11Y
1"
2.1/2"
3 V8'
1"
2-1W
1'
2.1/2'
2'
3-lib"
Z'
0.48'
0,54'
0.324•
Embedment (In):
1-3/4"
J-W
1-3i4'
1.3W
2'
14/4'
1-1/4'
1-1/4'
1-1)4"
1-v4"
1-1/4"
2'
I-w
iale.
WIN$
2 Awt.Ore Q 4.75' Min. O.G. I Standard Or bidet CDP �q. td2):
39D Ibe
390 tlw
450 Ibs
8801bs
1644 bs
2701bs
280 Ibs
354 Itm
74016s
374 ibs
ES410s
946 In
341 Ibs
4421bs
560 be
4 Anthem Q 4.er Mn. O.C. I Standard (or Oliset) Clip (Fig. 3r
78D Ibs
760 its
t30 Ibs
1780 NrA
3222 Ibs
540 Ibs
680 Ibs
708 f
1490 On
748 Me
1272 iba
18921bs
662 Ibe
865 Ibe
1120 We.
8 Anchors @ i.7t" Min. O.C. I Standard (or C35e1) CAP ('ig. 4):
i /80 Ibe
14001be
1010 be
25951bf
WA
MIA
940 be
N/A
1065 Ibe
WA
WA
WA
1383 Ibs
1T70 Ibs
2240 II%
4 Anerars Q 3" Min. O.C. 1(2) 2x 5 Anglo Crow / (Fig. U
T80 bs
780 be
880Ibe
15W ibe
189E be
540 Me
6W Ibs
NIA
760 Ibs
7461113
e80 the
t8921bs
682 Ibs
6051bs
1120 Ibe
8 Amhan @ 3" Wn. O.C.1(2) 2x5 A•igie Gba I (Fig. ey:
ISW Iba
15W Ibs
1360 be
31201be
3M be
1080 in
1120 bs
WA
1520 bs
1498 Poc
1760 be
37E4 Ibs
1363 lbs
1770 Ibs
2240 Ibs
12 Arrhom ® 1.5" Min. O.C.1(2) 2x 6 Angle GNPs i (Fig. n
1680 Ibs
2100 Ibe
1440 Ibs
3780 Me
WA
WA
132D Ibs
NIA
1500 Ibs
WA
WA
WA
2045 Ibs
2654 be
3360 i+s
4 Anchors @ 1.34- Mn. O.C. I I.14U, Into .125' Alum. (Fig. 8k
WA
MIA
K/A
WA
WA
WA
WA
NiA
WA
WA
WA
WA
WA
NIA
1430 !b#
8 Anchors @ 0.84' Min. O.C. i LCr�p, into .125" Akira. (Fig. 9):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
N/A
NIA
2961 ibe
2 Anchors® 4.68- Min. O.CJ F- ap (Fig. tOX
390 !Dei
890 be
1616 ibs
270 be
260 Ibs
354 Ibe
740 ita
3741.
636 tbs
946 be
341 Ibe
442 Ibs
5W bs
4 Anohom @ 1.71' Min. O.CJ FCEp ft. •1 ty:
59C Ibe
I 700 bs
5W be
12961bs
WA
WA
470 Ibs
WA
1 W3Ibs
WA
WA
WA
6021be
8851bs
Ii20 bs
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2- FIGURE 3: FIGURE 4-. FIGURE B: FIGURE 9: FIGURE 10: FIGURE 11:
1 • • • • • 1 f • • •
• • • • • • •• • •
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • CLIP
(FIGURES
• • . • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
••••
•
•••
••.
•••C.
•
ej tzo /J5 0
1qL •
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.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN, ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS, HOLLOW AND GROUT-FiLi
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .M- THICK (18 GAUGE). STRUCTURAL STEEL -
BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S.
)----2A00'---1
2" X 8" X 25,
MULLION
6,000"
lznl
U3
f 'a
J
a;r
N
O S� U
a Z� a W
w _
tY _J fA
W. W o
m M a (0 w
% •• Z
Q v ••
F•- • C
£? .y
F- •�•7r
Lu •
(0
'rC •
IL
Q •tal •z
jt .
PRODUCT REVISED
as complying laitll the Florida
Building Code
NOA-No. 1 T-0630.11
Expiration Date 05/26/2021
`1tt1111)1111
a� CENSF Al�(j�
No.58705
� '•,SYATE
FS' .RZORIDP ��N
/S71 NAL 11 C.
A. LYNN MILLER, P.E.
FL P.E.# 58705
•
i
TABLE 14A
MMISon Capacity Table Ibs/1tz
Opening Width
(forwrUcaly-spamilrg
mullions) or Opening Height
(for hodmMally-sparring
mullions)
50 !n
60 In
70 in
80 In
90 in
100 in
120 In
140 in
lea in
1.26•' x 2.11"
Re,-tarpgr
Loading
TmplTdang.
Loading
Wading
Lc2drig
Ractanpular
LDadtlg
Tn4irdanq.
Loading
Rectangdar
Loadng
Trapatiang.
Loaakrig
Ractangutaz
Loading
7ra;3rMxj.
Loedlrg
Rcctangtier
Loading
Tmp►rdarp.
Loading
RecMngu!ar
Loading
Trapfhang.
Loading
Rodangular
Loading
TrWTdanp.
Loafing
R•cturolu
LcadhV
TraprTdarg.
Loaairo
x .125" Alum
Tube Mull
a
j2[iQ�
G
' 1
4, ti:
��
� G
yp .
� y��,�r
¢
(Rpp
�yo�[ t2
.7. �
}rid •^
n
y
¢
�y�y
"}. G
C
n
eQ®RQ}
� C�
.�
_
i O
°
��
!6 G
_
g
4
�
�2
8�«g�{
�C, �
S �
�
.�•
_
($�
� q�
� rY
��
� G
!
�C. �
Q �
j�ggQj
��
'2 G
j(Qi E
��1
i
!S
� f1
�ap�
2 �
�_
�
�
�i�
Z'
�¢
��
�
�
4
�G
♦�
��
r
.��
_
[[�77
42tr
144.2
526
167.0
428
120.2
W
U&S
419
103.01
S&Z
136.9
414
90.1
1 526
134.8
411
80.1
520
134A
411
721
1 526
134A
411 Ij
Gal
526
134.1
411
$1.8
626
134.1
411
46.1
628
1 134.1
411
48In
95.6
4M
10&0
333
ea,5
403
94.7
325
60.0
403
86.4
320
60A
403
51.4
317
63.7
403
79.1
315
4&3
403
75.5
314
40.3
403
7&6
314
34.5
4W
70.6
314
30.2
403
78.6
314
50.625In
823
352
91.0
301
68.6
362
79.3
294
58.8
382
71.9
289
51.5
362
67.2
296
45.7
362
$4.6
284
41.2
362
e3,6
283
34.3
3e2
63.5
283
29.4
362
63.6
283
25.7
362
615
293
54 in
67.8
318
74.1
267
566
318
64.2
261
49.5
318
57.7
256
424
318
53.5
253
37.7
318
50.8
250
33.9
318
49.5
249
28,3
318
49.1
248
24.2
318
49.1
248
21.2
318
49.1
248
60 in
49.5
258
53A
219
41.2
258
46.7
214
35.3
258
43.7
210
30.9
258
37.2
207
27.5
258
34.9
204
2,k 7
268
33.4
203
20.6
258
32.2
201
17.7
25S
32.2
201
15.5
256
322
201
'a
.234
45.8
2170
35.6
234
39.1
195
3a.6
234
34.7
1G2
29.7
234
31.6
189
23.7
234
29.4
186
21.4
234
28.0
184
ITS
234
26.6
183
15.3
234
28.5
183
13.4
234
26.5
153
"X
jr.213
39A
183
31.0
213
33.7
179
2&5
213
29.0
176
23.2
213
77.0
173
20.6
213
25A
170
1&8
213
23.7
16'9
15.5
213
22.2
167
13.3
213
270
166
11.8
213
27-0
166
1h,
179
30.1
166
23.9
179
25.6
152
20.4
179
22.5
149
17.9
179
2Q3
147
159
179
18.7
145
1S1
25.4
140
20.3
151
21.6
137
17A
161
13.0
135
15.2
161
17.0
133
162
23.5
133
18.8
152
19.9
131
1111 1
152
17.5
129
TART F 14A
AnchorCapacfly Table fte)
AnehorClip Pattema
Sunnam
2.7kCdncre1e
&5kCcm.
Ho"mcmu
Filed CMU
PTWood
metal
An:nor Typa
T16" Etc Ultmon
1/4° Elco Urtncon
&W Elce
1.111mon
3/16" Eko Ultracon
1/4" Eko ultracor
1W SS Eko
AggmGatar
5/16" Eko
u!tracon
V4" SS Eko
AgVe=cr
010 Steel
Screw (GS)
#12 Steel
screw (GS)
rr12 Steel
Susw (GS)
EdgeDKIancegnx
1"
2.1/Z"
1"
2-112"
3-US•
1`
2.11V
i"
211T
2•
3-1/ir
2'
a48"
05P
0.324"
Embedment 0AX
1-S14-
I've
i-we
I i-sw
2'
1-114'
I
1-ire•
1-1/4"
2'
1.3r0"
1.3T•
varies
4 AtiC nO(9 3" W2r_ O_C. / M 2(5 Ang!C CV3 / (Fig. 11
7801b5
1 780 ft
SWIM
I 1560 lbS
1M !OS
54 In
I W) Kts
f WA
I 76D LDS
748 ft
880 !La
I= Its
6m DS
m iffi
1430 ke
FIGURE 1:
• O •
ANGLE CLIP MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUC LIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,•,) X \ ANCHOR CAP.,..,-,. 1 _ 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 MULUON
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.
sea
a
RCs �i�v+
�
j1'r1•'-O
c�
a
0
cn
W Z
O
tr .J
J
l-
a W
ca
Q �
D y
,6 LLI
PRODUCT REVISED
as comp) ngg with the Florida
Building ode
NOA-No. 17-0630.11
Expiration Date
By
pNY.LYNN�j
\ICENSF
* No. 58705
STATE O i ti;
/ONAL E?.•
A L+kNIMILLEA, P.E.
FL P.E.# 58705
TABLE 15A
Mullion Ca c' Tabl• pbste
Opening Width
(tor wertica*spam tog
mt,8ions) or Opening Haight
(for horivdally-sponning
mtdiorls)
50 in
60 in
70 In
80 in
90 in
100 in
120 in
140 in
100 in
3.26" 30
Rectang m
Loading
TNWTdang.
Loading
RecwauFsr
Loading
7Ynglydarig.
L-&Q
Rootralgulm
Loading
UaplTdang.
Loading
Rectangular
Loading
Traplydang.
Larding
RectanaLd
Loading
liaplldang.
Loading
RecbMtdar
Loading
TmplTdanp
Loading
Rectangular
Loading
'11W'tifang.
Loading
RectangWar
Loading
Ttep/Trlang.
Loading
Rectanp9ar
taring
Tiap/TMng.
Coating
DEG. AL
BAY MULL
a
o
3 R
a
o
�
U
_
y
g�
U
C.p
c
(
�
5
¢
r
U
p
a
.�°
C•
`
v
"L�
r
a
cS�
$
v
%'
r
n
(3-0
r
a
(3
i£
�°i
QC
r
U
3;
a
a r
.2
V
�
Q
:t
U
Z'
� .,
o
U �
C ri.
c
c3 �
.��
..
o. 7
t1 �
Q
r
1;
c3
yp
G
Z'
T3 -
U
a Cr
Q RG
o
r
U
}5k�1
EGG
r
c� _
r
c�
t5� o
C C'
r
_
- ay
�G
o
Q fC
r
o
,p
�G
r
c� 'G
�5]
QQ:G
r
c� _
r
c� "
¢
Al
c3 _
"G
r
U
r
V
�G
g
4
42in
170.0
620
170.0
435
170.0
744
170.0
1 478
170.0
868
170.0
506
170.0
992
170.0
519
170.0
1116
170.0
621
170.0
1240
170.01
521
170.0
1488
170.0
521
170.0
1735
170.0
521
149.1
1740
1170.01
521
48in
170.0
708
170.0
524
170.0
650
170.0
SM
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
107
170.0
$80
152.2
1522
170.0
680
130.5
1522
170.0
690
114.2
15M
1701)
680
S0.625 in
1".0
747
170.0
583
170.0
898
170.0
631
170.0
1046
170.0
694
170.0
1195
170.0
723
170.0
1345
170.0
747
154.2
1443
170.0
759
136.9
1443
170.0
756
117.3
1"3
170.0
756
102.6
1443
170.0
758
64in
170.0
707
170.0
612
170.0
956
170.0
691
170.0
ilia
170.0
754
170.0
1275
170.0
603
160.4
1353
170.0
837
144.3
1353
170.0
856
120.3
1363
170.0
$61
103.1
1353
170.0
861
SM2
13M
170.0
861
6Cin
170,0
US
170.0
7M
170.0
1063
170.0
797
167.0
1218
170.0
478
146.1
1218
170.0
944
129.9
1218
159.8
936
116.9
1218
15Z1
924
97.4
1218
146.1
913
83,5
1210
146.1
913
73.1
1218
148.1
913
63 in
17MO
930
1170,01
745
170.01
1116
170.0
650
150.2
1150
160.8
933
131.4
i15C
153.0
914
116.8
1150
/419
8W
105.1
116C
1342
885
$7.6
1160
126.7
$71
75.1
iSO
126.2
870
65.7
1ISO
126.2
a"
66 in
170.0
974
170.0
789
152.4
1048
165.8
681
130.E
1048
14AS
W4
114.3
ION
133.1
850
iOl.61
100
12141
839 1
91.4
1040
116.6
830
76.2
1048
109.4
821
65.3
1045
1C3.2
618
57A
1048
1082
818
72 in
140.8
WO
147.9
764
117.4
E80
128.0
748
100.E
980
110.8
734
W.0
SW
100.0
722
782
SW
92.0
712
70.4
NO
6E2
703
68.7
$80
792
893
60.3
WO
76.5
688
".a
880
76A
$86
J
76in
119.7
790
125.1
690
99.6
T90
106.4
876
65.5
790
93.3
W3
74.8
7%
E3.9
652
66.5
79C
76.9
043
59-9
790
71.7
OW
49.9
790
65A
624
42.5
790
62.1
619
37.4
TE0
61.5
617
78 in
11C.8
750
115.5
657
92.3
760
99.1
S44
79.1
750
65.9
M2
69.2
750
77.1
621
61.5
760
70A
612
66.4
750
65.7
605
46.2
750
$9.4
694
39.6
750
662
688
34.6
750
51.5
586
g0 in
72.1
603
74.4
500
60.1
563
SZ9
491
51.5
S63
54.a
483
45A
563
46.9
475
40.1
SW
44A
468
35.1 1
663
40.9 1
462
30.0
563
36.2
462
25.8
5M
33.3
445
2Z5
5W
31.8
442
WIn
59A
495
61.1
443
1 49.5
495
$1.5
435
42.4
495
44.8
427
37.1
495
39.9
421
33.0
495
36.1
415
29.7 1
495
312
4C9
24.8
495
29.1
400
21.2
495
26.6
394
18.6
495
25.0
390
108in
41.7
3S1
42.6
353
34.8
391
35.9
348
29.8
391
31.1
342
26.1
391
27.6
337
23.2
391
24.9
333
20.9
391
22.8
326
17.4
391
19.7
321
14.9
391
17.8
315
III in
38.4
370
392
335
32.0
370
33.0
330
27.6
370
28.6
US
24.0
370
25.3
320
21A
370
226
316
19.2
370
20.9
312
16.0
370
18.1
305
120In
30.4
317
30.0
289
25.3
317
28.0
294
21.7
317
22.5
260
19.0
317
19.9
276
1&9
317
17.0
273
144 In
17 6
220
17.E
203
TART P VAR
Anchor Ca Ity Table(lbs)
Anchor Clip Patterns
substrate: 2,7k Concrete
3.5k Cone.
Hollow CAW
FNod MW
PT Wood
Metal
Anchor Type 3/:6' Elce Utbaotm
1/4" Eko Ultacon
5/18" Eloo
Uitracan
3/16" Eiro tptr•can
1!4" Elec UOracarn
1/4' SS Elco
AggreGalor
&16" Elco
Uitmcon
1/4" SS Elco
AWeGawr
410 Steei
Screw (G5)
#12 Sled
Semw (G5)
912 Steel
Sam (GM
Edge Mtence (Iny 1.
2.1/2"
1"
2-1/2•
3.118"
1"
2-i r
1"
2-Ur
2"
3-1/6'
2"
0.48"
O.M.
0.324"
Embedmem (In 1-Yr
1.3/4"
1 V4"
1-3/4'
2"
1-114"
1-i/4"
1-1/4"
1-114"
1-1/4"
1-i/4'
21
1-we"
1-318"
16ftes
2 Anchors 0 5' Min. O.C. / (2) 2x5 Ang'a Clips / (Fit . 1X 393 Iba
390 ibs
450 the
890 Ibs
IT00lbs
270lbs
280 lbs
354 lbs
7401bs
3741bs
720 ros
946 bs
341 lbs
442 lbs
Wo lbs
4 Anchors C 3.5" Min O.0 / (2) 2x5 Angie Cks / (Fig. 2X 783 Ibs
780 the
790 Ibs
1670 lbs
2525 Ibs
540 Ibs
Nobs
NiA
1120 Ibs
748 lbs
8E0 lbs
1892 Ibs
882 lbs
885 The
1120 ft
6 Anehon to 2.71" Min. O.C. / (2) 2x 5 Angle Clips / (Fig. 3X 1120111s
1120 The
958 tba
2246 lbs
2254 tt:c
WA
640 Ibs
NIA
1059 Ito
NIA
1320 Ibs
NiA
1022 Ibs
1327 Bnc
1650 ms
FIGURE 1:
•
FIGURE 2:
• •
IE:1
0
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 SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM 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. #10 & #12 ANCHORS INTO'1✓OOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DPb,} X ANCHOR CAP.,,fi, ,,� ^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,
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PRODUCT REVISED
as compliing with the Florida
Building ode
NOA-No. 17-0630.11
Expiration Date 05/26/2021
By
4NY LYNN / '%
� . •LICENSE �Z<1
* No.58705
10 ' . *_-
STATE O
"(ORiDP'.• G\��
FL P.E.# 58705
TARI F •IRA
Mullion Capacity Table bstft
Opening Ndth
(for vsrticaly-sparxing mullions) or Opening Height
(for horaortalysparxlinp
mu llinrts)
50 in
So in
70 n
80 in
90 In
1C0 in
120 in
140 in
160 in
3.26' 45
Recttrlgular
Loafing
Tngyrdv 9.
Loafing
Rar *angular
Loading
Trap.TdoV,
Lmeing
Rectrgifar
Laarfing
Tmp/Tdsn9•
Loadng
RectwV%der
Loadng
Traoftng.
Loadiag
Ractmoar
Loedng
TtaNTrlan9•
Loadrrg
Rectangular
Lasting
TrarpfTdatrrg.
Loading
Rectangular
Loafing
MWTdang.
Loafing
Rectmvilar
Lo@dm
Tmp/T&m.
lomfbtg
Rectangulsr
LoacEng
Tniprmang.
taacirg
DEG. AL
BAY MULL
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42in
170.0
620
170.0
4M
170.0
744
170.0
478
170.0
888
170.0
508
170.0
992
170.0
519
170.0
1116
/70.0
621
170.0
1240
170.0
521
170.0
1488
170.0
621
170.0
1735
170.0
521
160.3
1871
170.0
521
48 in
170.0
708
170.0
524
170.0
650
170.0
584
110.0
992
170.0
630
170.0
1133
170.0
681
170.0
1275
170.0
677
170.0
1417
170.0
SW
163.7
1637
170.0
00
140.3
1037
170.0
683
1228
1537
170.0
680
50,a25in
170.0
747
170.0
50
170.0
' 1106
170.0
631
170.0
1046
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
75e
147.1
1552
170.0
756
125.1
1552
170.0
758
110.4
15%
170.0
758
54In
170.0
797
170.0
612
170.0
956
170.0
691
170.0
11%
170.0
754
170.0
1275
170.0
SM
170.0
1434
1704
837
165.2
1455
170.0
856
129.3
1455
170.0
861
110.5
1455
170.0
861
97.0
1455
170.0
681
eoin
170.0
085
170.0
701
170.0
1063
170.0
707
170,0
1240
170.0
578
157.1
1309
170.0
944
139.7
1309
173.0
996
125.7
1309
163.5
994
104.8
1309
157.1
982
89.8
1309
157.1
982
78.8
13M
157.1
982
63in
170.0
930
170.0
745
170.0
Ill$
170.0
650
16"
1247
170.0
940
142.5
1247
184.5
983
126.7
1247
152.6
965
114.0
1247
144.3
952
95.0
1247
136.2
936
81.4
1247
135.7
035
71.3
1247
135.7
935
ra
66in
170.0
974
170.0
769
170.0
1169
170.0
SM
148.4
1100
MY
956
122.2
1190
147S
245
115.4
1190
136.5
928
103.9
1190
128.4
914
86.6
1190
119.5
896
742
1190
118.1
693
84.0
1100
11&1
833
e721n
161.6
1010
�169.8
877
134.7
1010
144.6
859
115.4
1010
1272
842
101.0
1010
114.7
828
ale
1010
105.E
817
60.6
1010
98.9
807
67.3
1010
00.8
795
57.7
1010
$7.6
790
50.5
1010
87.7
789
J
76 in
137.4
906
143.6
792
114.5
908
127-0
775
96A
906
MU
761
35.0
906
96.2
T49
70.3
906
882
736
86.7
906
02.3
729
67.3
906
74.7
718
49.1
906
712
710
42.9
SM
70.6
708
2
78 in
127.1
861
1325
754
105.9
881
1125
738
90.8
861
96.6
725
79.4
661
86.5
713
70.6
861
51.0
703
63.6
Ml
75.4
694
53.0
861
48.1
681
45.4
861
64.5
675
39.7
861
63.7
872
90in
82.7
848
85.4
574
68.9
646
72.1
WA
$0.1
846
62.9
554
51.7
648
6&f
646
45.0
646
50.9
537
41.4
646
47.0
530
34.5
646
41.5
519
20.5
848
38.2
S71
25.2
60
36.5
507
96 in
66.2
5%
70.1
508
56.8
We
59.1
409
48.7
568
51.4
491
42.6
568
45.3
403
37.9
568
41A
476
34.1
SM
38.1
470
28.4
568
33.4
459
24.3
We
30.5
452
21.3
588
281
447
108 in
47.9
1449
48.9
405
39.9
449
412
399
34.2
449
35.7
393
29.9
449
31.7
387
26.6
449
28.5
382
239
449
26.1
377
20.0
449
22.7
368
17.1
449
20.4
361
15.0
449
18.9
358
ill In
44.1
425
46.0
385
38.8
425
37.9
379
31.5
425
32.8
373
27.6
425
29.1
367
24.5
425
28.2
362
22.1
425
24.0
358
18.4
425
20.7
350
15.8
425
18.6
343
120in
34 9
364
M,5
331
20.1
364
29.6
U8
24.9
364
25.8
321
21.8
364
22.8
317
10.4
364
20.5
313
17.5
354
10.7
309
144 in
202
?53
20.4
233
1r1.8
253
17.1
230
TOR[ F 1RR
Anchor Ca ity Table ba
Anchor Clip Patterns
fiubstnto:
.7k Concmie
3.5k COX.
HoBew CMU
F1Aed CNt1
PT VVoud
Maid
Anettx Type
3/78° Eko Uyracon
114"Eko tttraccn
5/16' Eko
UiltaWn
3/76' Eko Ultracon
t/4" Elca UlVacarr
IW SS Eko
A99eGaW
5116' Eloo
tAtrncon
1/4" SS Eko
AggreGator
#10 Steel
Scruw (G5)
#,,2 Sseel
Saew (W)
#12 Steel
Sciew (M)
Edge :2sUnce (In):
1'
2-1rT
1"
2-1W
3-1/8'
1"
2-1/r
1'
2-1/2*
2"
3-1/W
2-
0.46"
0.54'
0.324.
Embedment (in)
1-3/4"
1-3/4"
i-W
1-314"
1 2'
1-114'
1-114"
1-114"
1-1/4'
1414•
1-1/4'
T
1-3/T
113/8'
wiles
2 Anchors C 6' Pin. 0.C.1(2) W Angle Clips I (F#g. I
3901be
390 W450
the
890 Ibs
1700 bs
270 Iba
280 ftrs
354 W
740 b3
{ 374 nx
720 Ibs
946 Ibs
341 is
442 U
560 IW
4 Ar1c qts 3.R" Mn.O.C. / (2) 2r 5 An01e ptps / (Fig. 2X
780 ba
780 Ibs
71iCr ISs
t670 Ibs
2525 Ibs
540 Ibs
560 Ibs
NIA
11201bs
748 lbs
860 We
1892 fb3
682 Ibs
885 Ibs
1120'.Da
6 Anchors 6 2.71" Min O.C. / (2) 2x5 Angle Clips / (Fig. 3):
1120 Ibs
1120 IdS
958 lbs
2246 Ibs
2254 fbs
NIA
8401tts
NIA
lW9 Ito
NIA
132D Ibs
N/A
1 10221bs 1
13271Ds
I IWO Ibs
FIGURE 1:
•
FIGURE 2:
• • • •
FIGURE 3.
El
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS,
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MJLLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANU GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHA11_ BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 A:ND 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
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.
125'
0
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••
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Q
PRODUCT REVISED
as comp)�ing with the Florida
Building Code
NOA-No. 17-0630.11
Expiration Date 05/26/2021
By_
11111Ill,
ON-( LTI%�
�,10Elys z��
No. 58705
A. LYNUMILIVR, P.E.
FL P.E.# 58705
ri �-.125"
STANDARD CLIP
2 000" 6063-T6 ALUM.
X-SECTION
125"
5.50D"
CUT HERE TO .375"
,375" Ji��-3.125*CREATE F-CLIP, SEE FMIN_
MIN. - DETAIL F, SHEET 4
i I t I t (A
t -----J L - - - - - - - J �\
L-
// STANDARD CLIP
6063-T6 ALUM.
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW
WITHIN THE DASHED EOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O,C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAAETER' ANCHOR DIAMETER + 111W.
.375" ! I r M.IN.
MIN.
--------------- -T
I I I
I � I
I
Ir-------� D t
I t I t
I I
I I I I
I
C OFFSET CLIP
125, 6063-T6 ALUM.
TOPVIEW
.740"-1--;- -i
_T
4{
I 2.125"
U-CUP
1 6063-T6 ALUM.
f X-SECTION
T'
125" ' 1r
740"
f 11.338" MIN.
U-CUP
6063-T6 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST 1.1E
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1/161,
NOTES:
TABLE B
1 ` X 2.75" X .650" MULLION
6063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
6063-T6 ALUM.
X-SECTION
.125"
5.000' i--
.375"
-----_----_---- `----
`------------------- 2X5ANGLE CLIP-
t6O63-T6 ALUM.
CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVIEW
DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOL` DIAMETER: ANCHOR DIAMETER + 1/16'
Mull Dimension (sheet #)
PGT Part #
Mullion Std. Clip Offset Clip U-Clip Angle Clip
1" X 2" X. 129' (5)
66605
666113M
6661118M
666243M
666511 M
V X 2" X .375" (6)
66MM
666114M
6661119M
666244M
666512M
V X 2.75" X .375' (7)
66607
666115M
6661120M
666245M
666513M
1" X 2.7S' X .650" (8)
66608
666116M
6661121 M
666246M
666514M
V X 3.125" X .500" (9)
66637M
6661116M
6661114M
666242M
666515M
1.26' X3.188" X.266" (12)
66641M
6661117M
6661113M
666241M
666516M
1.26- X 2.11" X .125" (18)
69370
N/A
N/A
N/A
666517M
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GfVEN ON THIS SHEET.
2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR Q.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TARI_E A
Dimension
Value On)
For Mullion:
A
1.625
V X 2" X .125"
Aluminum
Tube Mullion
B
2.654
C
0.895
D
0.740
A
1.126
1" X 2" X .375"
Aluminum
Tube Mullion
B
2 404
C
0.635
D
0.490
A
1.875
1" X 2.75"' X
375 Aluminum
Tube Mullion
B
3.000
C
0.757
D
1.118
A
1.312
1" X 2.75" X
.650'
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
A
2.000
1" X 3.125" X
500" Alum
Tube Mull
B
2.837
C
0'�
D
1.137
A
2.626
1.25" X 3.1Sam
X .265" Alum
Tube Mull
B
3.262
C
0.862
D
1.762
A
1.813
1.2V X2.11"
.121' Alum
Tube Mull
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NOA-No. 17-0630.11
Expiration Date 05/26/2021
l,,,lrilii
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No. 58705 • �
- 0 ST TE 4t/
"/-ORIDA • \��
ONAL , I �'\
A. LYNN MILLER, P.E.
FL P.E.# 58705
--j 1.000" t--- --i 1.000"
i"X4"X.125"
MULLION
6053-Ts ALUM.
X-SECTION
4.001
25"
.125
ONLY ON
1 " X 4" X .375"
MULLION
6063-T6 ALUM.
X-SECTION
.385"
.062"-
.1m„
/
i
v
i
j TO
3.
1.25' X 3.25" X .100" 1.25' X 3.25' X .624"
MULLION MULLION
6005-TS ALUM. 6005-T5 ALUM.
X-SECTION X-SECTION
1
0'
I/
► : • �� . ► 63-176 ALUM.
►- / •
/
e i /
--1 .820' l---
1.26' X 3.94" X .624'
MULLION
6005-T5 ALUM_
XSECTION
226"j- �- .981"-]
i
i
STANDARD
�► / I 600-T6 ALUM.
X-SECTION
1
740"
-j .125"
All
2.125"
U-CUP
6063-T6
X-SECTION
125"�
5.500"
CUT HERE TO
375" 3.125"------- y - CREATE F-CLIP. SEE 375
MIN. r` I i DETAIL F, SHEET4
I 1 1 1
1 t I t
I i I 1
I 1 I !
I I i I I
I 1 I I
2.875. - - - -
i
I 1 1 I
I I I ! I
I I 1 1
I 1 I f
DO" I-7-------j 1-------- i
=" STANDARD CLIP
ZNTER OF ANCHOR HOLE MUST LIE 5063-T8 ALUM.
HIN THE DASHED BOUNDARY. SEE TOPMEW
SHEETS 10-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1116'_
.375"
MIN.
I I
I 1
I I
I I
I i
I I
I I
I 1
I I
I 1
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10. 11. 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION MEfHUDS.
1
740"
5.500"
.375"
f 1
t 1
I 1
I t I
I I I
H
1 I
1 I
L G OFFSET CLIP
L $
6063-T6 ALUM.
TOPVIEW
q
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE
ANCHOR O.C. DISTANCE MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER + 1116".
U-CLIP
6063-T6 ALUM.
TOPVIEW
TABLE C
125"
CENTER OF r-------- `------------�
ANCHOR HOLE I I
MUST LIE WITHIN I I
THE DASHED
BOUNDARY. SEE i I
SHEETS 10-17 1 `
FOR THE
ANCHOR O.C. I I
DISTANCE. ! I
MAXIMUM I I
ANCHOR HOLE_ I 1
DIAMETER: i I
ANCHOR----------------------j
DIAMETER + 1/16.
Dimension
Value (in)
For Mullion:
F
3.6S7
1" X4" X
.125"
Aluminum
Tube Minion
G
1.000
H
2680
1
3.000
F
3.187
1"X4"X
.375"
Alunnirnen
Tube & -r
G
0.767
H
2430
1
3.000
F
2250
1.25" X 3.25"
X A W
Aluminum
Tube Mullion
G
0.750
H
1.500
!
3.250-1
TARI F n
TABLE C_ CONT.
Dimension
Value (in)
For Mullion:
F
1.938
1.25" X 3.25'
X .624"
Aluminum
1 Tube Mutllon
G
0.500
H
1.438
1
3.250
F
2625
1.25" X 3.94"
X .624"
Aluminum
Tube Mullion
G
1.126
H
1.S00
I
3.250
F
2.813 1301
Bay Mull
F 1
2.875
45' Say Mull
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6063-T6 ALUM.
TOPVIEWF
UCT REVISED
p) nwith the Florida
g odo
NOS►• -No. 17-0630.11
Expiration Date 05/26/2021
ut
By ~
ulM1am
,�
Da roduct Con '
ra
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0
Muff Dimension
(sheet ig
PGTPart#
Mullion
8td. Gip
Offset alp
U•Clip
Angle Clip
1" X 4" X.125' (10)
69364
666111M
SWIQ2LI
666241M
8M18M
1" X4" X. 375" (11)
6W10
686112M
6881123A1
668242M
666619M
1" X4' X.375" -r (11)
66653
8►WI12M
8681123M
SM242M
666519M
1.25" X 3.25' X.100" (13)
201W20312
6661127/4
M1124M
OW2410M
6665115M
1.25" X 325" X.624" (14)
20161120315
6661128M
W61125M
666241 UA
6665116M
1.25" X 3.94" X.624- (IS)
20162
0661117M
6661126M
W6241 M
666517M
30 Degree (19)
66649
NIA
N!A
NIA
6665110M
45 Degree (20)
66650
NIA
N/A
WA I
M5111M
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A. LYNN MILLER, P.E.
J FL P.E.# 58705
TABLE E
Mull Dimension
(sheet
PGT Part #
Mullion
Std. Clip
U-ClIp
Angle Clip
2- X 4" X .25" (16)
66602
666261 M
660271 M
6685112M
2" X6" X .25" (17)
66604
666262M
666272M
6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.2W'
r--.125" -�i i--.125"
1 STANDARD CLIP ' . U CLIP
6063-T6 ALUM. F6063-TG ALUM.
X-SECTION 2.125" X-SECTION
2.Ahf1N
! VlR!
.125" 125" 1 j
1.490'
2X5 ANGLE CLIP
6063-T6 ALUM,
X-SECTION
125'
5.500"
3.500° CUT HERE TO
CREATE F-CLIP, 5 �- 375"
.375" rC _SEE DETAIL F. .375"
MIN, r SHEET4 MIN. 375" MIN.
IL
______-�
-- r ----------------------
-
I
I! I 1
1 i E I
N I I i i
! I I I
2" X a" X .25" - "- - - �- 3.438" 1 - 3.438"
MULLION E I I
6063•T6 ALUM. I 3.438' f
X-SECTION I
! I I I .375"
--------' r_1L f -------------------j !!i MIN.
L
L -� STANDARD CLIP /$_CLIP, 6063-T6 ALUM. 2X5 ANGLE CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063 Tb ALUM. SED FOR 2" X 4"ITHI-MULLION, SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063.T6 ALUM,
SHEEN THE DASHED EANDARY. SEE TOPVIEW �- WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE ZCENTER OF ANCHOR HOLE MUST LIE DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16'. HINTHE DASHED BOUNDARY, SEE DIAMETER: ANCHOR DIAMETER + 111 V.
\\ SHEETS 16-17 FOR THE ANCHOR O.C.
5.500" DISTANCE. MAXIMUM ANCHOR HOLE
3.500"— CUT HERE TO DIAMETER: ANCHOR DIAMETER + 1/16'.
.375"1-7
CREATE F-CLIP, 375' ti 5 000"
MIN. I _ SEE DETAIL F,
SHEET MIN. t .375"
--- - - - -- ------ - _ .375" - I MIN.
1------------�
I I ! f I
I I t I
i I E I 1
I I I I
I I
- - - - L 4.688" 5.438" ! ' 1
! 1 i
5.438' 5.438" !
I I 1 1
2'X6'X.25" I t I I
I i !
MULLION j
6063-TS ALUM. I
X-SECTION t I 1
i 1
I I j I .375'
�_------- - --- rr ------ - -- L----------------------- 1 MIN.
T }
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP
6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM.
TOP VIEW USED FOR 2" X 6- MULLION SHEET 17 TOPVIEW
TOPViEW
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PRODUCT REVISED
as comp my with tho Florida
Building ode
NOA-No. 17.0630.11
Expiration Date 05/26/2021
By
pNY .LYNN
i
* No.58705
STATE F
C� ♦�
�s
ONAI
A. LYIf( 41111�N, P.E.
FL P.E.# 58705
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