HomeMy WebLinkAboutSUBMITTED PAPERSDATE: I I — (I-- I *Z
PERMIT NUMBER: 0,
1.
2.
3.
4.
5.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
PRO 2300 Virginia Avenue SCANNED
Fort Pierce, FL 34982
MW7 (772) 462-1553 BY
St. Lu le
APPLICATION FOR REPLACEMENT OF cie COUnf'y�'
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOOR
ZD
LOCATION/SITE ADDRESS: t$2-1�>l KiA,,JAVN %A
PARCEL ID NUMBER: 35 Z7 - -1 6 0 Q '4- 000 C1 'Z :Ph?AC' I
I (ff
DESCRIPTION OF PROJECTOR WORK ACTIVITY: V
All Dwft4tai"0044
TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
OWNERS INFORMATION
Name: 17#9 +SAtW :!��'.A46-
Address: SU%
city: PSL- State: f-71_
zip: -Sj-(C?6(0 Phone: -77 2. - 48 9 - 5-J4
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: (? 0, C 0 S"s Ch I
County Cert #: Z-0 i5 A4 3
Business Name: cnai�� ss-4-, (xn,
PhoneNumber: '7'7Z,ZE?"1-(,ok7tP -
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model
Method of Attachment #
Florida Product Approval #
120 mph 1130
m1f 1140 mpV
I,-.
Windows & Skylights
j
Exposure B
I
A A
Exposure C
I
Overhead Garage Doors
< 301 - F.B.C. Table 1609.6 (1) + 1609.6 (2),
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ Lf, Z S Z 72-
FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is coi
compliance with all applicable laws regulating
L - 0 1/12>n 0 1�j
PRINT QUALIFIERS/OWNERS NAME Wa
STATE OF FLORIDA, COUNTY OF - S+ L--k�#—
ACKNOWLEDGED BEFORE ME THIS !9*-. DAYOF--_
\p_� 2q-ym_, BY
HASPRODUCED AS IDENTIFICATION.
SIGNATURE OF NOTARY
TITLE: NOTARY PUBLIC
%%" L.
and that all work will be done in
WHO IS PERSONALLY KNOWN TO ME OR WHO
r-Aw1E7r 14 0- 1"-' i
TYPE OR PRINT NAME OF I
COMMISSION NUMBER
KENNETH R. KING
MY COMMISSION # DO 803187
EXPIRES: November 3, 2012
Bonded Thru Notaty Public Underwrittm
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM-MENCEMENT MAY RESULT IN YOUR PAYING
JOSEPH E. SMITH, CLER?,-,^ '- THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3664109 OR BOr '354 PAGE 689, Recorded 01/11/2012 ;--�2:39 PM
SWIER RFVRD
I
U1 UBBM AIUM1'nU%'fi Cq,
3001 SE Gran Park Way
Stuart, FIL 34997
772-287-6476
PERMIT NUMBER: —
NOTICE -OF Co M-MENCEMENT
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance With Cha 713,
Florida Statutes, the following infitrimition Is provided in this Notice ofCommencement. '7011C 9
1. DESCRIPTION OF PROPERTY (Legal desceiption cribs pmpe4y& street address. IfavullOb1c) TAX FOLIO NO.:
SUBDIVISION--r'W- 94440%K- BLOCK_TRACT�__LOI�- —6-LDGL--UNrr1
--PCb0 2-S' A- Aiq- XAsktt "-r ig Szo, PSL� 1��L
2. GENERAL DESCRIPTION OF IMPROVEMENT.-
3. OWNER L"IFORMATION OR LESSEE INFORMATION IFTHE LESSEE CONTRACTED FOR THE IMPROVEMENT!
.. N—rd dr—e4 D :S%%k -/ S 0.1 -ir%% Sao 1 14i Is ,,, J, --r,* CC PSL
It. batten In prixicity: t4l A
L Name And.ddras oritee.impla tidehoider (irdlintrem ften 0— IiX,d.I*ve):. W I A I
4. 8.CONrRACr0R'S NAME: G.I A1'4-11n'�� Ana -fje� e"—,p
Conincior-stuldren:13COt S L rL i
kPhoncrumter. -772- Z87- 4 '7 (4a
S. SURETY (11'appliable.. win, orthe paym- bond 11—thedr.
N-o.od.ddeju; P,
Ij. Pbow numb":
Aniountabord: S
6. 2. LENDER'S NAME: '4
Lerder's&dduuu:
Phone number.
7. Persons Within the State OfFlorida designated by Owner upon whom notices Or other documents may be served as provided by
Section 713.13 (1) (a) 7, Florida Statutes: i
Nam.ad.ddriur.. \A
It. Phone numbers ordelignated Persons: N kp-
a. a. In addition to himselfor herself, Owner designates V r
to twelve a copy orthe Lienor'3 Notice as provided in fe—cilon l�3IA3f(il)((hl),Fl.ridi..R,t.loutes,
b. Phone number orpenon Or enilty designated by O�.
9. Expiration dale ofnotice ofcommencernetat (the expiration date may not be Itefibra the completion ofconstruction and nal
payment to the contractor, but Will be I yes; from the date ofrecording unless a different date is 20
Under perialty, orperjury, I declare that I have read the foregoing notice orcomnam,,ment and i —
the bey ofiny knowed d belief, that the facts stated Lherein.pr. true to
In
(Sicn2tu
_ (I of Owner or Lessee, or demer's —or Lessees (FrInt Natiod . nd Provide Signotory's MIlle/office)
Authorifta Offeer/Director/Partner/Mnitager)
State of, 6-10 X, 'A
Countyor QrLuporc
ne foregoing Instrument was acknowledged bercre me this —Q4%- day of —LtAs.% 20 1 Z-
by—, Iski,117t,
(name ofperson) as
for (type ofouthorhy,— I a. officer, U.-I ....Y in is.)
(name ofparLy on behairol'whom-WRIII-Rent --,-.C.td)
Personally Known or Produced Identification. Type or Identification Produced
(Slilmiltire Of Notary Public)
WCOMMON0011031187
Re'.10.01.11 I (Print. Typc� Or Stomp Commissioned Name OfNcua , ry Public)
EXPIRES: NoveMber3,2012
:7-- S -OF
TATE -FLORI]DA;
ST. LUCIE COUNTY
T" I 11TI1Y AT Is
I
TR U D 0 R R EC �TG F rHE
f
OR I A L., RO H
Ze e r�
Date-
PROPOSAL
�`Pabe'No. of Pages'
C
ALUMINUM SHUTTEN C Since 1979
Phone: (800),244-4143 Residential/Commercial
Fax:. (772) 287-9740,. �OOVS..E.- Park Way World Wide
Stuart'1716
Vyww.gulfshutters'.com rida34,997� License # CRC058617
Proposal Submitted to a
Phone . Dat
it
Street I city State Zip Code
L
DO. NOT SIGN.THIS CONTRACT UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT.
We hereby submit specifications and estimates for.
:4 -1
A
ro,
—mr, C-,�Au N YcTx Lo
M Lx-4
t �q
Ull,vl -j
x
j Na:616 'eY-2� FV11-
X.
TOTAL
— f, 11-11 -,,. -ji ("'d,
BALANCE ON COMPLETION
ONE YEAR WARRANTY MATERIAL AND LABOR
It is Undaistao' thatt there arc; no verbal agreements and all Items discussed are covered by this wriften cori—ijact. Thils Is a Proposal until signed by am officer of the cuipuration at which fiale it
u "a U,
becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be
allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are
contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carder delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond
our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final
payment and can be removed If not paid.
Electric- Buyer agrees that any necessary electrical connections will be made at the closest source of power. Any changes orvariations will bean additional charge.
Interest- Buyer agrees to pay 11/2 %per month interest on any unpaid balances.
Costs ofColiecfion - Buyer agrees to be responsible for sellers attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within
10 days of completion ofthe work outlined herein.
Acceptance olProposal - The above pdces, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract.
Paymentwill be made as outlined above.
V)
SIGNATURE SIGNATURE' A
DATE OF ACCEPTANCE: AGENT
1/14/11
dt
1p , 1; N
3001 rarv?arkMay_�tuart, Florida 349,97
(772) �8 7 6476 (800)244 -4143:'', 1''
Page. of
ALUMINUM & SHUrrkfi 'CORI.�
FAIN:(�72') 287,,,i9740..
E 7iVidll: jobrlen@gulfshufters`.c'om
Key
Do It 0jice. Do It gict.
w Ww.gulfshuffers.'com
Lic.--41VIC00231, SL IZI, PB#_U717051, CRC'580'17
Storm Panbls SP
'Accordions - AC
RoIlCips - RU
Win�ows/Doors -W D
Since _1979
-
LAYOUT `SHEET:-
Bahamas - BA
Colonials ..00
Retractable Awnin
'gs RA
U611
alLaffice UC
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7-
Special Instructions:
Signature
Date
Sale�person
Date 11
MIAMI-
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2.901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) ww niiamidade.goL/buildin1code
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Contro * I Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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.perforin in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may iminediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code.
APPROVAL DOCLTMENT: Drawing No. 4259-4, titled I'Arum;;777mPicture Window, Impact", sheets I through
12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and
sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice
of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSIELE IMPACT RATING: Large Missile Impact Resistant
Limitation:
1. Max DLO =Width-3.75". and /or--Height-3.75". The Annealed glass to be on exterior side of laminate.
2. Max. comer distance for anchors is 8.5", except Hexagon & Octagon comer dist not to exceed 3". Max.
comer distance for Nail (Integral Fin Frame) into wood substrate is I ". and max. OC spacing is 5".
3. The anchor installation shown is applicable without geographical limitation.
LABELING: Each unit shall,bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miaini-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 wi ' 11 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 disp layed, 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 renews NOA # 07-0418.06 consists of this page 1 and evidence sheet E-1 as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
E x p i r a t i o n D a t e: & eplb"roufiltr�
-DADE CC y 1'9,,2014
—i,'200
WMIAMI )=UNITY 0
Ap proval Date: Janu`ar�0 W2
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 07-0418.06)
1 . Manufacturer's die drawings and sections.
2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets I through 12 of 12,
prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07,
signed and sealed by Robert L. Clark, P.E.
B. TESTS (transferred from file # 07-0418.06)
1 . Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Water Infiltration resistant Test
3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of alum. Fixed windows of various
shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated
07/18/03 and test report FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan,
P.E.
C. CALCULATIONS
1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared,
signed and sealed by Robert L. Clark, P.E.
2. Glazing complies w/ASTME-1300-02/04
D. QUALITY ASSURANCE
1 . Miami Dade /Building Code Compliance Office (BCCO),
F. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IJIG Clear or
colored Interlayer", expiring on.05/21/1 1.
2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite 0
PVB", expiring on 12/11/2010.
E. STATEMENTS
I Statement letter of code compliance, "No change from previous approval and 'No
financial interest", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E.
2. Statement letter of Lab compliance, as a part of above referenced test reports
F. OTHER
1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009.
ke7W4cl � . LctL4i-
Ishaq 1. Chanda, P. E.
Product Control Examiner
NOA No 08-1112.10
Expiration Date: February 19, 2014
Approval Date: January 08, 2009
E - I
NOTES: LARGE MISSILE WINDOWS
GLAZING OPTIONS:
'A'", AM-INAMEMLASS COMPRISED OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED
GLASS WITH AN.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS GLASS WITH AN .090
INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
C. 1 1/16"LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16- HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16"
LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3116- HEAT
STRENGTHENED GLASS WITH AN.090 INTERLAYEROF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
D. 1 1/16"LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16-
LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN.090 INTERLAYER
OF DUPONT BUTACiTE OR SAFLEX KEEPSAFE MAXIMUM PVB.
2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 6, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,
INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION.
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
4. SHUTTER REQUIREMENT: NONE REQUIRED
5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850
NOA DRAWING TABLE OF CONTENTS
SHEET
GENERALNOTES ......... *.'.**"****'****
1
GLAZING DETAILS ........................
2
ELEVATIONS, FLANGED ...............
3
ELEVATIONS, INTEGRAL FIN .......
4
DESIGN PRESSURES FLANGED..
5
DESIGN PRESSURES FINNED ......
6
SECTIONS, FLANGED ...................
7
CORNER ASS`Y, FLANGED ...........
7
SECTIONS, INTEGRAL FIN ...........
8
CORNER ASSY, INTEGRAL FIN ...
8
EXTRUSION PROFILES .................
9
PARTS LIST ....................................
9
ANCHORAGE .................................
10-12
ELCO TEXTRON NOA. 04-0721.01, 03-0225.05
ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION
ADM-2000
,9�LUMINUM DESIGN MANUAL
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT
, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
12115M
& TABLE OF
NOKOMIS, FL 14275
P.O. BqX 1529 1 ALUMINUM PICTURE WINDOW, IMPAC
NOKOMIS. FL W74 I Visibly &rt� I PW-701 I NTS1 I - 12 1-.- 42594
PAMUCrRENEWEI)
as cm*bkg WU the Florida
ftldln Code
L
Expirmt1cm D---
Dhr[Morr
REWSED
a witb the Florida
Robert L Clark P.E.
PE #39712
Struchlral
1 1/16" LAMI GLASS NOMINAL
- 7116"LAMI GLASS NOMINAL
7/16 LAMI GLASS NOMINAL
3/16"ANNEALED OR HEAT
3116"ANNEALED OR HEAT
STRENGTHENED GLASS
STRENGTHENED GLASS
.090 DUPONT BUTACITE OR
.090 DUPONT BUTACITE OR
SAFLEX KEEPSAFE MAXIMUM
SAFLEX KEEPSAFE MAXIMUM
PVBINTERLAYER 7/16"AIR SPACE
PVB INTERLAYER
3/16"HEAT
3/16" HEAT
STRENGTHEN ED 3/16" HEAT
STRENGTHENED
GLASS STRENGTHENED GLASS
GLASS
12
12
N[
MODUCTPENEWED
BVIdin".
OUTSIDE��
11/16"NOM OUTSIDE
GLASS BITE
A-Va.. rqcggj��. JC3
11/16"NOM
GLASS BITE
ORV2
3
R M-11GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
-. I
7 1 NO CHANGE THIS SHFFT
13
8OR C15
1
1 1/16" LAMI I.G. GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
(INTEGRAL FIN FRAME SHOWN)
'0 7FCtfN0LOGYDRIW I'MAZING DETAILS
NOKOMIS, FL 34276
P.O. BOX 1&29 � ZUMINUM PICTURE WINDOW, IMPACT
NOKOMId, FL W74 Visibly &tter — — --ft-
1� PW-701 I FUL4 2 � 12 1 4259-4
PRODUCTREVLSED
w _mpbri.s �ith th. Furw.
B.idlmCodc
Ili-IXe--
P.E.
HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE
MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60;Dlk. FT. MAX SIZE= 60" BETWEEN FLATS MAX. SIZE = 68"X 68"
OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19. 3 SQ OR'MAX AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT
ELLIPTICAL
MAX. SIZE = 96"X 47"
OR MAX ARFA = q1 -qq SQ FT
I- N
MAX. SIZE = 96"X 47"
OR MAX. AREA = 24A7 SQ. FT
HALF CIRCLE
MAX. SIZE = 96"X 48"
OR MAX. AREA = 25.13 SQ. Fr.
EYEBROW
MAX. SIZE = 96"X 48"
OR MAX. AREA = 31-.99 SQ. Fr.
96"MAX.
48" MAX.
LL—
f4".
K.
TDADr-:7nIn
n/,/
/d,
ARCH.
MAX. SIZE = 48" X 96"
OR MAX. AREA = 30.28 SQ. FT.
REC,
MAX. SIZE = 48"X 96"
OR MAX. AREA = 31.99 SQ. FT.
MAX.SIZE= 8`9-96'
NOTE: OR MAX. AREA = 32.00 SQ. FT.
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
1070 TECHP EL VATIONS
TLOGY.DRNE FLANGED
.K 414107 B UPDATEANCHOR4GE NOTE
p r
C I'VISV3 -Ac;—ALUMINUM PICTURE WINDOW, IMPACT
A NO CHMW THIS SHEEr P.O. BOX IW9
MW 'I ' I NOKOMIS, FL UU4 Visibly Bearr
FA 7114M � 1 3 -1-2L-'--425-q-4
pRODUCrRENEWED
B
Eni.60- L)
uhwm
PRODUC17 REWSED
m —plying with The Florift
guitting Code
AcmpwftNo' Q2-0 0-06
BY
m
1*
��2bert L. CfarK P.E.
PE 039712
Sbucwral
HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE
MAX. SIZE = 60"BETWEEN FLATS MAX. SIZE = 60"DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68"
OR MAX. -AREA-= 21.65 SQ. FT. - - - - OR -MAX. -AREA =_1 9.63 SQw FT_ - - OR MAX. AREA- 20.71- SQ. FT. - OR -MAX. -AREA-= 26.22 SQ. FT.
FAN
MAX. SIZE = 96" X 47"
OR MAX. AREA = 24.47 SQ. FT.
HALF CIRCLE
MAX. SIZE = 96"X 48"
OR MAX. AREA = 25.13 SQ. FT.
ELLIPTICAL
1. 1.
ivjAA. om-r- VO Aff
OR MAX. AREA 31.99 S
EYEBROW
MAX. SIZE = 96"X 48"
OR MAX. AREA = 31.99 SQ. FT. A
98 1/4" FRAME O.D.
96" MAX.
50 1/4"
FRAME 45 1/4"
O.D. MAX.
48" DLO
MAX. I
93 1/4" MAX. DLO
lvl �l X - �u ^ ou
OR MAX. AREA = 32.00 SQ. FT.
NOTE:
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
—or
0-1
P-w-
-
I
TECWOL013YDPJVE
FIC
414M7
s
IAWDD O.D. DIMENSIONSAW UPDATEANCHOPAGENOTE
11070
NOKOMIS. FL 34275
R�Jlr
12115M
FA
A
No cHANeE mis sHEEr
P.O. BQX 1629
NOKOMM. FL.W74
�7.4r-
�-
�vy
D�
vuibly Berw
IC
711403
1
MAX. SIZE = 4W'X 96- 1
OR MAX. AREA = 30.28 SQ. FT
TRAPEZOID
MAX. SIZE = 48" X 96"
OR MAX. AREA = 31.99 SQ. FT.
INTEGRAL FIN ELEVATIONS
kTS 1 4 1 12 425"
PRODUCFRENEWED
25 coespWotg with the FlorMs
131MIag CW,
Acc!Vl=Nq.��1240
Esp. D_L44_�_ 19
ay. 14L.,; % Ldl-
r4f.m Deb
Dfvwm
PRODUCYkLy.i.le
nscm;ayin with the Florils
BaldlogCode
AcccFMM No 0 or.
609
A.-
7
"0�111K
Robed L a^ P.E.
PE#39712
Structural
TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP)
GLASS -(a/16"A, .090, 3/16HS)
, Q,42met_�
B. 7/16' LAMINATED GLASS (3/16"HS, .090, 3/16HS)
C. 11116" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAM[ (3/16A,.090,3/16" HS)
D. 11/16" LAMII.G., 3/16HS, 7/16'SPACE, 7/16" LAM] (3116HS,.090,3/1ff'H,'
WINDOW] GLASS F- WINDOW "Y" DIMENSI,
"XI DIM. TYPE 1 28.500 1 %3'4.10001 1 39500 1 4F
Wfi-4-'uuu-41
Whs,L;,U
+dU.0 1 -80.0
49� I %;§n
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 1 -80.0
AREA
9.70 SQ. FT.
11.57 SQ.FT.
13.44 SQ.FT.
15.31 SQ.Fr.
15.82 SQ.FT
16.33 SQ.FT.
54.500 T-ABC.D
+80.0 1 -80
+80.0 1 -80.0
+80.0
1 -80-j
+80.0 1 -80.0
+80.0 0.0
+80.0 1 -80.0
AREA
10. 79 80. FT.
12.87 SQ. FT.
14.95
SQ. FT.
17.03 SQ. FT.
17.60 SQ. FT.
18.17 SQ.FT.
UT000 A.BCD
+80.0 1 -80.0
woo I WU. p
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 0.0
+80.0 1 -80.0
AREA
11.88 SQ.FT.
- 14.17 SQ. Fr.
16.46 SQ. FT.
18.75 SQ.FT.
19.38 SQ.FT.
20.00 SQ.FT.
65.500 F�TB.C,D
+80.0
1 -80.0
+80.0 1 -80.0
+80.0
1 -80.0
+80.0 1 -80.0
0.0
+80.0 1 -870-
AREA
12.96 SQ. FT.
15.47 SQ.FT.
17.97
SQ. FT.
20.47 SQ.FT.
21.15 SQ. Fr.
21.83 �Q. FT.
71.000 F-AB.Cp
+80.0 1 -80.0
+80.0
111 0.0
+80.0
1 -807
+80.0 1 -80T-
+80.0 1 -80.0
AREA
14.05
SQ. FT.
16.76 SQ. FT.
19.48
SQ. FT.
22.19
SQ. FT.
22.93 SQ. FT.
23.67 SQ. FT.
76.500
A
-T,C.D
+80.0
-80.0
+80.0
-80.0
1
+80.0
-80.0
1
+79.3
-7R3
+78.0
-78.0
+76.8
-76.8
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
AREA
15.14 SQ. FT.
18. 06
SQ. FT.
20.98 SQ. FT.
23.91
SQ.FT.
24.70 SQ. FT.
25.50 SO. FT.
82.000
+80.0
-80.0
+8 .0
-80.0
+80.01
-80.0
+74.5
-74.57
+73.1
-73.1
+71.8
+80.0
-80.0]
+80.o
-an n
+80.0
-80.0
-80.0
+80.0
-800
+60.0
AREA
16.23 SQ. FT.
19.36
SQ. FT.
22.49 SQ.FT.
-+80.0
25.63
-
SQ. FT
26.48
SQ. FT.
27.33
SQ. FT.
A
+80.0
-80.0
+80.0
-80.0
+78.0
-78.0
+70.0
-70.0
+68.4
-68.4
+67.9
-67.0
87.500
C
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+79.1
-79.1
+77.3
-77.3
+75.8
-75.8
B.D
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.6-
AREA
17.32 SQ. FT.
20.66
SQ. FF.
24.00
SQ.FT.
27.34
SQ.FT.
28.26
SQ. FT.
29.17 SQ. FT.
A
+80.0
-80.0
+80.0
-80.0
+74.0
-74.0
+65.5
-65.5
+63.9
-63.9
+62.4
-62.4
93.000
C
C
+80.0
-80.0 1
+80.0
-80.0
+80.0
-80.0
+74.0
-74.
+ 2
1 -72.2
+70.5
-70.5
3 D
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
E72.
+80.0
-80.0
+80.0
P+60.0
-80.0
AREA
18.41 SQ. FT.
21.96
SQ. FT
25.51 SQ. FT.
29.06 SQ.FT.
30.03
SQ. FT.
31.00
SQ.FT
A
+80.0 1
-80.0
+66:0
-80.0
+71.9
-71.9
+63.0
-63.0
+61.5
-61.5
-60.0
96.000
c
UAR9.00
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+71.2
-71.2
+69.5
-69.5
+67.8
-67.8
BD
+80.0
8(
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
1
SQ. FT
22.67
SQ. FT.
26.33 SQ. FT.
30.00
SQ. FT.
31. 00 SO. FT.
32.00
SO-FT-
NOTES: A
i. 7ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1.
2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST
RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION.
momcrRENENVED
Belding Codc
AII!P=
Hy
1070 Tr
'aMLOGYV VE
KOKCMIS, FL 34275M
P.O. BOX IM9
NOXOMIS. FL 34274
_r_gc;y-
D-4�
FLANGED UNIT DESIGN PRESSURES
-A
LUMINUM PICTURE WINDOW, IMPACT
Robert L Clark RE
PE #39712
! Strucheal
8
UPD NUP ES BLE 1 ESSU IP770 M 1300
ATED IGNPR RESPERA -02ANDNOTES
CLEA TA DESCR NANSIHEEADINGS
A
CH4NGEMTE 1 ANCHOFJNG WUH #12 SCREM
�.y
o-
F-
Vuibly Better
-
PW-701
15ZTS
-
1 5 - 12
1 4259-4
I
1 B
TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS)
GLASS TYPES: A. 7/16" LAMINATED GLASS (3116'A, .090, 3116HS) FTL-3835
B. 7/16" LAMINATED GLASS (311 V'HS, .090, 3/16HS) FTL-3835
C. 1 1116" LAMI I.G., 3116HS, 7/16" SPACE, 7/16'LAMI (3/16A_090,3/16" HS) FTL-3850
D. 1 1/16" LAM] I.G., 3/16HS, 7/16'SPACE, 7/16'LAMI (3/16HS,.090,3/16" HS) FTL-3850
WINDOW GLASS WINDOW "Y" DIMENSION
"X'DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000
49.GOO
A,13,C,D
+80.0 1 -80.0
+80.0
+80.0 1 -80.0
+80.
-80.0
+80.0
AREA
9.70 SQ. FT.
11.57
SQ.FT.
13.44 SQ. FT
16.31 SQ.FT.
16.82 SQ. FT.
16.33 SQ. FT.
54.500 A,B,C,D
+80.0 1 -80.0
+80.
-80.0
+80.0
+80.0 1 -80.0
+80.0 1
-80.0
AREA
10.79 SQ. FT
12.87
SQ.FT.
14.95 SQ. FT.
17.03
SQ. FT.
17.60 SQ.FT.
18.17
SQ. FT.
60.000 A,B,C,D
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 1 -80.0
AREA
11.88 SQ. FT.
14.17 SQ. Fr.
16.46SQ.FT. -
18.75 SQ.FT.
19.38 SQ. FT.
20.00 SQ.FT.
65.500 FA, -BC, D
+80.0 1 -80.
+80.0
1 -80.0
+80.0 -80.0
+80.0 70.0
+80.0 1 -80.0
+80.0 1 -80.0
AREA
12.96 SQ. FT.
15.47
SQ. FT.
17.97 SQ. FT.
20.47 SQ. FT.
21.15 SQ.FT
21.83 SQ. FT.
71.000 1 A,B,C,D
+80.0 1 -80.0
+80.0 1 -80.0
+80.0 -80.0
+80.0 -80.0
+80.0 1 -80.0
+80.0 -80.0 1
AREA
14.05 SQ. FT.
16.76 SQ. FT.
19.48 SQ. FT.
22.19 SQ. FT.
22.93 SQ.FT.
23.67 SQ. FT.
76.500
+80.0
0.0
+ 0.0
-80.0
+80.0
-80.
+79.3
-79.3
+78.0
-78.0
+76.8
-76.8
R�l
+80.0
-80.0
;M
+8 0.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
AREA
15.14 SQ.FF.
18.06 SQ. FT.
20.98 SQ. FT.
23.91 SQ.FT.
24.70 SQ. FT
25.50
SQ. Fr.
82.000
+80.0
-80.0-
+80.0
0.0
+80.0 -80.0
+74.5
-74.5
1
1 +73.1
-73.1
+71.8
-71.8
1
+80.0
-80.0-
+80.0
1 -80.0
+80.0 1 -80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
AREA
16.23 SQ. FT.
19.36
SQ. FT.
22.49 SQ. FT.
25.63
SQ. FT.
26.48 SQ. FT.
27.33 SQ. FT.
A
+80.0
-80.0
+80.0
-80.0
+78.0
-78.0
+70.0
-70.0
+68.4
-68.4
+67.0
-67.0
87.500
C
+80.0
-W.0
+80.0
-80.0
+80.0
-BO.0
+79.1
-79.1
+77.3
-77.3
+75.8
-75.8
B,D
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
AREA
17.52-SQ.ff.
20.66 SQ. FT,
24.00 SQ. FT.
27.34 SQ.FT.
28.26 SQ. FT.
29.17 SQ. FT.
A
+80.0
-80.0
+80.0
-80.0
+74.0
-74.0
+65.5
-65.5
+63.9
-63.9
+62.4
-62.4
.0001
C
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+74.0
-74.0
+72.2
-72.2
+70.5
-70.5
B.D
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0-
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0 1
AREA
18.41 SQ. FT.
21.96 SQ. FT.
25.51 SQ.FT.
29.06
SQ. FT.
30.03 SQ. FT
31.00
SQ. FT.
+80.0
-80.0
+80.0
-80.0
+71.9
-71.9
+63.0
-63.0
+61.5
-61.5
+60.0
-60.0
96.000
C
[
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+71.2
-71.2
+69.5
-69.5
+67.8
-67.8
EA
B'D
+80.0
-80.0
;80.0
-80.0
+80.0
-80.0
+80.0
-80.0
-;6WO 1
-80.0
+80.0
-80.0
1 19.00 SQ.FT.
22.67 SQ. FT.
26.33 SQ. FT.
30.00
SQ.FT.
31.00 SQ. FT.
32. 00 SQ. FT.
NOTES: A
1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. Fr. UNIT IN TABLE 2.
2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST
SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE
FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11.
1070 7ECHNOLOGYDR/142F INTEGRAL FIN UNIT DESIGN PRESSURES
NOKOMIS. FL 34275 P
P.O.BQX1529 -ilc-.-,-r ALUMINUM PICTURE WINDOW, IMPACT
&fwr -N TS
=7 1 1 1 6 - 12 42594
PRODUCT RENEWED
m complying with the FtorMs
Holding Code
E�plratlms D-ft-2d1d.LZa/4
Miami Dad&
Dk.ht-
PRODUCT REVWD
=complirfogwithdielbrift
B.Wkg Code
Acceriltance No
=;I"e "101"d C11"
Robert L. Clark P.E.
PE #39712
Structural
F
2.784"
OUTSIDE
- MAX. DAYLIGHT OPENING
— MAX. WINDOW WIDTH
ORIZONTAL SECTION
(FLAN P PPAKAF=l
ALONG
ENTIRE
JOINT
SCREWED CORNER ASSY
(FLANGE FRAME)
MAX.
WINDOV
HEIGHT
ALONG
ENTIRE
JOINT
KEYED CORNER ASSY
WELD (FLANGE FRAME)
ALONG
ENTIRE
JOINT
DA
OF
V VERTICAL SECTION
WELDED CORNER ASSY (FLANGE FRAME) (FLANGE FRAME)
D� �� I -0;;;;z
— A..hk- — 1070 TECHNOLO SECTIONS & CORNER ASSY, FLANGED
44V7 B NO CHANG THIS SHEET NOKOMIS, RGYMVE
34275
12/15W A NO CHANGE THIS SHEET P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT
;-.7 - - -- NOKOM14 R 34U4 Wisibly Better — — --I-
7114103 1 -=1 I fWd 7 - 12 4259-4
PRODUCT P.FNEWED
. —plyi.g �ith fln FWrld.
B.Iji.g Cd.
A—pt—N.eg-1112. 0
E.piratl- Dste_2j_Ljj_?,jq
B, I I./ L I
ml..lD.&qfwfta5= -
Dw..
RODUCr REWSED
complAngwAmthem 11
3idlogCode
No o - G
Date
7
larAyotdc Frodad Coated
V
AL-ClarKRE.
PE #39712
sftuctural
12.784"
ALONG
ENTIRE
JOINT
ISCREWED CORNER ASS'Y
I r-M A RA�%
kil-4 I C: rVAL Fir
FF-lil-l"Ri
MAX. WINDOW WIDTH
ALONG
ENTIRE
JOINT
KEYED CORNER ASSY
N I t=UKAL HN t-KAML)
ALONG
ENTIRE
JOINT
WELDED CORNER ASS-Y (INTEGRAL FIN FRAME)
NOKOMIS, FL W75
P.O. BQX 1529 KAL-ill
NOKOMIS, FL 34274 I-mibly Better
2.784"
MAX.
WINDOW
HEIGHT
MAX.
DAYLIGHT
OPENING
INSIDE PRODUCT RENEWED
- --PIY[ng �ith the Fl-id.
Bulding Code
A—pince N.
Evi.d. Dt
B,
PRODUCT REVL%M
=ftl.n,wl,4tknwb
Aceeptan.
VERTICAL SECTION
NTEGRAL FIN FRAME)
SECTIONS, INTEGRAL FIN
ALUMINUM PICTURE WINDOW, IMPACT aL Cla�rKPX-
PE 939712
HALd 8 - 12 1 42594 1 smicturw
rEM
DWG NO.
PART#
DESCRIPTION
1
4256A
64256
INTEGRAL FIN FRAME HEAD, SILL & JAMB
2
4253
64253
FLANGED FRAME HEAD, SILL & JAMB
7
1155
781 PQX
#8 X 1 QUAD PN SMS STAINLESS STEEL
8
SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT
,SEALANT OR EQUAL
10
4255
64255
7/16 LAMI GLASS BEAD
11
4254
64254
11/16 LAMI I.G. GLASS BEAD
12
1224
6TP247
VINYL BULB WEATHERSTRIP (THICK)
13
4224
INSTALLATION FASTENER COVER
14
DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT
15
DOW CORNING 995 SILICONE STRUCTURAL SEALANT,
BLACK -
7/16" LAM] GLASS7 3/16" ANNEALED -.090 DUPONT
17
BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB
INTERLAYER - 3/16" HEAT STRENGTHENED
1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED
18
OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED -.090
DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER - 3/16" HEAT STRENGTHENED
20
4262
64262
ARCHITECTURAL CORNER KEY
7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090
21
DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER - 3/16" HEAT STRENGTHENED
1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED
OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT
22
STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX
KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT
STRENGTHENED
I— - 970" —1
.050" — — I - 975"
ITEM 10,
7/16 LAMI GLASS BEAD
MATL: 6063-T5
DWG NO. 4255
.346" ---1
.050"
ITEM 11,
1 1/16 LAMI I.G. GLASS BEAD
MAT'L: 6063-T5
DWG NO. 4254
NOKOMIS, FL 34275
P.O. BQX l5z9
NOKOMIS, FL 34V4
2.784"
F� I �Fyn)F_ 2.500"
.062" _� �_
ITEM 1, INTEGRAL FIN FRAME
MATL: 6063-T5
DWG NO. 4256A
F
1.875"
I= 062"
2.784"
ITEM 2, FLANGED FRAME
MA7L: 6063-T5
DWG NO. 4253
LIST
ALUMINUM PICTURE
Waibly Beaer
1 -;;7" l7kd 9 - 12 1— 42594
rRotAK:z 4F.-NeWen
—vt3i.,
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B.Idi.g 0.1.
AmpunmN. I lu
E.Piml- Daf *ew
DfAA00
REWSED
2 with the Fk-ift
ClarK P.F
PE 039712
mdural
1/4"MAX.
SHIM
131"DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5"O.C.
WOOD BUCK OR FRAMING J
INTEGRAL FIN DETAIL A
CONCRETEANCHOR
(SEE NOTE 1) A
I 3/8"MIN.
&EMBEDMENT
WOOD ANCHOR
(SEE NOTE 2) &
1/4"MAX.
SHIM
INTEGRAL FIN DETAIL B
13/81"MIN.
EMBEDMENTS
2x WOOD BUCK
(SEE NOTE 3)
riCONCRETEANCHOR
(SEE NOTE 1) A
114"MAX. 1/4"MAX.
SHIM SHIM
1 FOR
LM13EDMENT
Ix WOOD BUCK
SEE NOTE 1 FOR
EMBEDMENT,-.. (SEE NOTE 3)
r
3.5 KSI MIN. CONCRETE T
3.5 KSI MIN. CONCRETE
1 �5 DDET I (SILL ONLY) FLANGED DETAIL E OR 1.6 KSI MIN. CMU
NOTES: A �_ \ &
1. FOR CONCRETE APPLICATIONS ft*ffAMPD��, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO TAPCONS, EMBEDED 13/8-
MIN.. 5/16' ELCO TAPCONS EMBEDDED 13/4' MIN. OR 1/4- SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE
EDGE IS I 3/4"MIN.
2. FOR WOOD APPLICATIONS USE #12 OR #14 STEEL SCREWS (135) OR 1/4" SS4 CRETE-FLEX.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED.
— . Rrlbbm. . 1070TECHNOLO YORWE ANCHORA - HEAD, SILL AND JAMBS
44107 B REVISE AND UPDATEANCHORAGEPERCURRENTFBC NOKOMIS, FLG34275
)-- I ALUMINUM PICTURE WINDOW, IMPACI
12115M - A CHMGEN07E 1 AND FASTENER SPACING P.O. VQx 1-'W
NOKOMIS, FL 3C74 Vwbly B�u�
711410 1 -PW-701 I ZTS 1 10 1 12 42559-4
FLANGED DETAIL C
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SHIM
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(SEE NOTE 3)
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structural
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MIAMI-DADE COUNTY
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7
PRODUCT CONTROL SECTION
"-..:��,BUILDING A D NEIGHBORHOOD COMPLIANCE,'DEPARTMENT (BNC)' 11805 SW 26 Stree4 Room 208
BOARDAND CODE ADMINISTRATION DIVISIOK:. Miami Florida 33175-2474
F (786) 315-2599
-2590%,
'�T(786)3.15
NOTitE�'OF'ACCEPT,,ANCF,(NQA)..�,"�-, iviviv.mlamid6d%aey/buildin�1
% ffionie/asp
. . . ............
PGT Ifidustries�_
1070.-T6
,"'..�Nok6misiF1.34275
SCOPE::
This NOA Js being issued undef ibe'applicable rules -and regulations ing the use of construction materials. The
govern
documentation submitted has b' n reviewed and accepted by,Mia
ee mi.-Dade.County BNC -Product Control Section'to
beused in Miami Dade County�and, other area's where allowed by the Authority Having Jurisdiction
This NOA.,shall'not be valid a6er the expiration date stated below. The Miami�Dade County Product Control Section
e
(In, Miami Dad' County) and/or the- AHJ (in areas other than Miami -,Dade County) reserve the right to have this
product or material tested for qluality.assurance purposes. If thi 'prod ct or material fails to perform in the accepted
s u
manner,, ' the manufacturer will !indur the expense of such testing and -the. AHJ may immediately revoke, modify, or
suspend.the use of such product or material within'their jurisdiction. ' BNC 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 appliqal�le building code.
This product is approved as des6ribed'herein, and has been designed to comply with the"Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRI[PTION`do�
APPROVAL DOCUMENT.- Drawing No. 6262JR, titled "Impact -Resistant Aluminum Mullion", sheets 1 through
18 of .18, prepared by mahufactdrer, dated 12/13/10 and last revised on 05106111, signed and sealed by Anthony L.
Miller, P.E., bearing the Miami-J)dde County Product Control Approval stamp with the Notice of Acceptance humber
and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RA T*ING: Large and Small Missile Impact Resistant
Limitations:
1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips)
2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet I thru 4.
3. DP ratings are based'on mullion loading types selected and approved, Fenestration Products contribution.
.4. Lo*er DP of mullions or Fe plestration products shall control for the entire system.
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 n,�gatively 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 ih the
materials, use, and/or manufacture of the product or process. Misuse'of this NOA as an endorkment of any product,
for sales, advertising or any otherl purposes shall automatically terminate this NOA. Failure to comply with an"y
section of this NOA shall be ca0e for termination and removal of NOA.
CeA
Ine 'Q�A - pre Ued by tull wo, liowed.by the
ADVERTISEMENT: 71. IN numbe. a rds Miaird-Dade Courity, Florida, and fbi
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 e,�tire NOA shall be provided to the user by the manufacturer or its distributors and'
shall be available for inspection at theJob site at the request of the Building Official.
This NOA consists of this page I land evidence pages E-1, as well as approval document mentioned above.
The,submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
4
COUNTY Data:., 1100 ffluw!R,_�
MIAM El. Ex ration
�M= MI 2 pi
Approval Date: May 26,2011
Page 1
Dra*ing 'title "Im6ict-Resistant-AluminutfiMultioif"sh'et�-l�throilgh.-180f,.-18,
N6_6262JR, d� e
ast reyis
preparvu dated 12/13/1 0'and I' edon 05/06/1-1 d` e'
by inanui4eturerl signe and s aled,by,
'P'E
'Anthon'y1.' M"illeri
.TESTS .
st reports on:, 1),Alf Infi tration Te per -94
I TO I st, FBC'TA&202
2) Uniform Static Air Pressure'Test, Loading per FBC: TAS 202-94
3) Water Resistance'T6st, per FBC,, TAS 202-94
4) LargeMissile ImpactTest per FBCJAS 201-94
5) Cyclic -Wind Pressure Loading per FBC-,,TAS 203-94
6) Forced Entry, Test, per FBC 241112. 1, TAS 202-94,
nstal -'Aluminum Mullions,
along with marked�up drawings and i lation diagram.of ClWed'
prepared by Fein'�,stration-Testing Lab, Inc., Test Report N6.''FTL'6443 (samples'A-1 thru, E-
1), dated 02-28-.111, signed'and sealed by Marlin' D.- Brinson, P. E.
s -05-11 e
(The. above'test r�port h,a an addendum letter dated 05 .issu d by FTL, signed and
sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS;
1. Anchor verification calculations and structural analysis, complying with. FBC-2007,
prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05-06-11, signed and
sealed by Anthony L. Miller, P.E.
2. Glazing'coml lies w/ASTME-1300-02 & -04
P
D. QUALITY ASSURANCE
1 . Miami Dade Building and Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATIONS
I . None
TS
F. STATEMEN
1. Statement 1ptter,of conformance and letter of no financial interest, prepared by PGT,
dated 03/14/1- 1, signed and sealed by Anthony L. Miller, P.E.
2. -Statement letter of lab compliance, as, part of above test report.
G. OTHER
1. Test proposal # 10-1070-R, dated 01/07/11 approved by BNC.
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No 10-0819.05
Expiration Date: May 26, 2016
Approval Date: May 26,2011
SUITA13LE eOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
-MISSILE IMPACVRESISTANT PRODUCTS
FIGURE 1: PFNING FOR VERTICAL MULL ARCHES TO BE
MULTIPLE SEE DETAILS _INSCRIBED INSIDE
MULLIONS X, RECTANGULAR
A-D,%H; SHAPE
SHEETS2-3
SEE DETAILS x 11
ATHRUG;
SHEETS 2.3 SEE DETAILS
ATHRUG;
SHEETS 2-3
OPENING
mu FOR
LENGTH HORIZONTAL
MULL
SEE DETAIL E.
HEET3
FENESTRATION
PRODUCTS MAY
BE OF ANY TYPE.
MUSTBE
MANUFACTURED
By PGT.
I/SEEDETAILS
ORIZONTAL A-D.G,H;
MULL SHEETS 2-3
LENGTH HORIZONTAL
MULL —
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
F
MULL
LENGTH
OP mNG____1
I—HORIZ- MULL LENGTH
OPE ING
FCR
M
U.
HORIZ
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 IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS ANDARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN
TESTED AS"FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CUPS.
3) THE ANCHORAGE METHDD9'tHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGIi
PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR
EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER -TO -CENTER HOLE
DISTANCE IN MULL CLIPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD.
4) THE MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2007 EDITION.
03. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ.
MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
5) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND,THE S COPE OF THESE INSTRUCTIONS.
6) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRES . SURES AND ANCHORAGE FORTHE
COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS ATA
TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR
FENESTRATION PRODUCTS SHALL APPLY.
1) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLECS).
7"
8) ANCHOR EMBEDMENT -TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE
ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS'
APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.
9) REFERENCE: TEST REPORTS: FTL-6443: ELCO ULTRACON/CRETEFLEX NONS; ANSIIAF&PA NDS-2006 FOR WOOD CONSTRUCTION;
ADM-2005 ALUMINUM DESIGN MANUAL
INSTRUCTIONS:
1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE.
2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES.
THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT
MULLION TYPES ARE USED IN AN ASSEMBLY. MULTIPLE TABLES WILL NEED TO BE
EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO
ALL MULLIONS.
3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN
ACCORDANCE WITH THIS SHEETSET.
OPENING
L
�j
LENGTH
L
MULL
L
rL
LE
4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS
MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY.
SEE EXAMPLES ON SHEET 18.
SINGLE MULLION
SINGLE MULLION
OPENING FOR
VERTION MULL
SEE CORRESPONDING DETAILS
FROM FIGURE I ABOVE.
GENERALNOTES . ............. .........
INSTRUCTIONS ..... . ...................... .
ELEVATIONS . ......... ........ .. . ........
MULL TO 2X WOOD.:-:
MULL TO 1X & MASONRY . . ........... 2
INSTALLATION NOTES ............. — 2
MULL TO MASONRY .................... . 3
MULL TO STEEL STUD ............ ...... 3
MULL TO MULL ............. . ............ .... 3
ANCHORSPECS ................. ....... 3
ALTERNATATE CLIPS .. . .. . ............. 4
BAY MULL INSTALLATION .... ....... . 4
1 X 2 X,.125 MULL SPECS ............... 6
11 X 2 X.375 MULL SPECS ............ _e
I X 2-75 X .375 MU LL SPECS 7
1 X 2.76 X.4)6 MULL SPECS- 8
1 X 3.125 X.500 MULL SPEa . ...... 9
1.25 X 3.188 X.265 MULL SPECS 10
I X 4 X.125 MULL SPECS ...... ........ 11
1 X 4X.376 MULL SPECS .. . ......... . 12
2 X 4 X.25 MULL SPECS . . ............. 13
2 X 8 X.25 MULL SPECS . . .......... 14
1.2e X 2.111 X.125 MULL SPECS 15
SWX 325 BAY MULL SPECS . ...... 15
45* X 3.25 BAY MULL SPECS 17
EXAMPLES I & 2 18
^ppmvcd as co mplyinguillitt"
pluridl "ding Code
unto
0
NO
fillw[ omit Pmdoct contmi
N, N
(VO4 ANZ
()* ........... . Ap
-, C'StAse ,.
67()s
00
W_
0
A. 0319,10&: �`E`
DETAIL A -
LION TO 2X WOOD BUCK MULLION 7
/—MULUON
MUL MULLIOff5ATTACHrD TO ix A ... R
OR WOOD FRAMING BUCKSTRIP
WOOD BUCK AND MASONRY AND
SEE TA13LE 13,
TTACHMENT
Y OTHERS, SH BET 3
SEE NOTE 1,
MULLION SHEET 1.
00
SEE SHEETS
ETTHERTHE I 1 .1. ZI K I EDO C145
r 4 'r
LOCATIONS CMU 'STANCE�
STANDARD OR �17FORHOLE CONCRETE OR
OFFSET MULL
CLIP MAY BE A EDGE 4 EDGE DISTANCE" BE TABLE Z -
DISTANCE SHEET3
INSTALLED BY FOR MASONRY
THIS METHODr FOR WOOD ANCHORS
SCREWS 260"MAXFOR 4
SIDE VIEW o:
ALL MULLIONS 4, LU
4 M
JITHER THE U2 C*4
FTANDAR. OR] :3 Z CO
'4
4.
A .4 MUI 2 9
-1. ' CLIP MAY BE :) 8
EXTERIOR NSTALLED By z
4
A EDGE THIS -METHOD.
DISTANCE 4
FOR
MASONRY -14 <
ANCHORS z
4 z
EXTERIOR 0
TYP*ANCHOR
_/_PER SUBSTRATE.
TYP. ANCHOR SEE TABLES, SHEET3
TYP.ANCHOR PER SUBSTRATE, 5
P R SUBSTRATE. F B. SHEET 3 0
E T3 SEETAIII.
SEE TABLE B. SHEE D.ErEND 0.
AND
DISTANCE ATTACHMENT
SEETABLEB. BYOTHERS.
EMBEDMENT'
EMBEDMENT 'KsTRn SEENME..
BUC SHEET3
AND % SHEET 1.
ATTACHMENT
By OTHERS.
SEE NOTE 1, ........ *_ MIN 2.7 KSI CONCRETE OR CMU
M! I CONORHE OR CMU FRONT VIEW
TABLE A. PARTS
MIN 2.TKSI On VICIA?
FRONT VIEW
INSTALLATION NOTES:
1) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MfAMI-DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO
1/4"CRETE-FLEX MASONRY ANCHORS PER TABLE B, SHEET 3.
2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLE B, SHEET 3.
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4) 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 INTERIOR CLIP MAY BE
USED.
5) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY
BECOUNTERSUNI(L
Mull Dimension
POT Part 9
J Clip
OffsatclIp
U-Channel
1 X2 X.1 5
66605
666113M
6651118M
666243M
I X2 X.375
666006
6681 14M
6661119M
666244M
W61120M
66624510'
I X 2.75 X.65
66808
666116M
6681121M
656246M
i X&125 X.600
66537M
66511`16M
6561114M
56824iF
1.25X3.188X.265
66641M
6661117M
6661113M
56624M
I X4 X.125
69364
666111M
6661122M
666241M
I X4 X.375
66610
66112M
6681123M
666242M
2X4X.26
66502
666261M
MIA
i66Z71M
2X6X-.25
66OD4
666262M
NJA
66272M
1.26 X 2.11 X. 125
69370
666323M
NIA
30 Degree
66849
666324M
ENA
NIA
NIA
45 Degree
66-n
666325M
N/A
homed so c'nWARE
Flum 111 6
w .%-- 46
MI —I Dade Fwda�t ntre
%IIII fill—
NO.56705
STA E
'0.
A 10."
Fl, P.E.# 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE .-,
EITHER THE
STAND.. OR
EXTERIOR 4
EDGE
FOR
ANCHORS
SEE TABLE B, THIS SHEET
i . 4'MIN.
MIN 2.7 KS1 CONCRETE OR CMU
FRONT VIEW
TARLIF R_ ANr.wnp_,z
TN?.ANCHOR
"_�PERSUBSTRATE,
� 'J" '
SEE TABLE B, THIS SHEEI
EDGE DISTANCE
d
d FOR MASONRY
A N
NCHORS
TYP.ANCHOR
CKBTRIP
U "'
PER SU13STRA
A14D
SEETABLEB,
TTA . MENT
D'
By
y OTHE
OTHE RS.
SEE OT
NOTE 1.
_T
EDGE
I.�ISTANCE
SrETABLEB.
MIN 2-7 KS1 CONCRETE OR CMU THISSHEET
SIDE VIEW
#
Substrate
Anchor
Minimum
Embedment
Min. Edge
Distance
Concrete (min. 3.35 ks!)
ch Wj!jq
_/" -
I'll 2z -
1K' Elco Crete -Flex S84
1-3/4!'
2-1/Zl
Ungrouted CMU
(ASTM C-9D)
1/4" Elco UltraCon
1-1/4"
2-1/2"
1/4" Elco Crete -Flex SS4
1-1/4"
Concrete (min. 2.7 ksi)
1/4" Elco UltraCon
1-3/8"
B
Concrete (min. 3.35 ksl)
11/4�'Elco Crete -Flex SS4
1-314"
Ungrouted CMU
(ASTM C-90)
1/4" Elco UltraCon
—1-1/4'
114" Elco CretaTlex S.S4
—1-1/4-
C
P.T. Southern Pine
#12 Sheet Metal Screw (Gs)
TT/8—.
314"
IIV' Elco Ultrado-W—
—1-3/&,
1/4" Elco Crete -Flex SS4
—1-3/4-
Um, 606345
Umin " '
1/2"
q112
I r.
L�Stee Stu G 33
�St
_T8ga —(OD48-)
1/ 2"
AIS ;eel
#12 Sheet Metal Screw (G5) _
__18g. (0.04W)
DETAIL E:
.125'MIN. MULLION TO MULLION
INTERSECTION
NOTES:
"TEE'OR"CROSS"
1) MAY BE INSTALLED IN
VA IES INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY (S�OWN)011
VERTICALLY.
3) SEE INTERSECTION CLIP DRAWINGS, SHEETS
CH AN
Ll - &14 FOR CORRESPONDING MULLION DANCHOR
TOP VIEW QUANTITIES.
VARIES ,—MULLION
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLE 8, THIS SHEEK
MULLION
ZINTERSECTION
EXTERIOR
U-CLIP L2
SEE SHEETS
517FORHOLE
FRONT VIEW LOCATION
S
EDGE r(R) T
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
ERONT VIEW
EXTERIOR
DISTANCE
SEETABLEB.
THIS SHEET
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS,
WOOD ANCHOR VALUES MAY BE USED. SIDE VIEW
2) SEE CORRESPONDING MULLION
TABLES, SHEETS 6-17, FOR QUANTITY
OFSCREWS.
-STRUCTURE
TYP. ANCHOR
ER 8UBSTRATF,
TABLE B, THIS SHEET
SEE SHEETS
6-17 FOR HOLE
LOCATIONS
MULLION
EDGE
FOR STEEL STUDS THINNER THAN
DISTANCE
SEE TABLE 9,
16 GAAND COMPLIANT WITH THE FL BUILDING
SHEETS
CODE. A2X WOOD BACKER M USTUSED.
ATTACHMENT BY OTHERS.
USE WOOD ANCHOR SPECS
SIDE MEW
Florld N!W& Cdc
- j
11de-111Z
rAtR
1-71414 4fl
515705
il- STA E
A. LYN Y A L N"'P.E.
FL P.E.0 58717115 '
DETAIL R
FIELD -MODIFIED MULLION CLIP
SEEDETAILSA-E,
SHEETS 2 AND 3 FOR INST&LATION
TO SPECIFIC SUBSTRATES.
0 0
0 0
SIDE VIEW
SEE SHEETS
647FORHOLE
EXTERIO4R LOCATIONS
STANDARD MULLION CLIP
MODIFIED TO Fir FIELD
CONDITIONS.
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES, SHEET3
INTO WOODIISTEEIJAL.
L2
EXTERIOIi'
EXTERIOR
INTO CONCRETE/CMU
D 'G"
REM.UR.
7
E)CrERIOR
DETAIL G:
ANGLE MULLION CLIP
DETAIL H:
BAY MULLION INSTALLATION
3E
PiLL.
EDGE
DISTANCE
SEE TABLE B,
SHEFT3
IN *
IR
d
0 LIMITED HOLES TO BE DRILLED
INHOLES TO BE DRILLED IN -FIELD, SEE SHEETS 617
-FIELD, SEE SHEETS 5.17 EDGE DISTANCE FOR HOLE LOCATIONS. Ift in C.&
MIN. SEETABLES,
V FOR HOLE LOCATIONS. MIR INTO HFET 3 INTO CONCRII: 1111 fill"
.0
0 1.0W WOODISTrEUAL IS INTO CONCRETECMU
EXTERIOR .0 contral
rDG EDGE DISTANCE C.
DISTANCE MIPL.376 EDGE 0 SEE TABLE B,
SEE LOT DISTAN5C!E MASONRY SHEET3 ape 01ztrIvc Mitt
.i . 7AeL . ........
SFETABLEB, ANCHOR
eEr3
TABLE B. a& eq
SHEEI`3 SHEET3
I— mc.
0
NOTES FOR INSTALLATION OPTIONS F AND G: .705 . -
EXTERIOR MASONRY
1)DETAILSF1, GI ANDG2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE EXTERIO ANCHOR w
MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE MASONRY NOTES FOR INSTALLATION OPTION H:
OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. HOLES TO BE DRILLED ANCHOR
IN -FIELD, SEE S14EETS 517 1) USE 2 ANGLE CLIPS PER MULLION END. CLIP MUST BE INSERTED INSIDE
2) DETAIL F2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET. THEN HALF '10'.. 0
OF THE DESIGNPRESSURE OF THAT MULLION MAY BE USED. FOR HOLE LOCATIONS. OF MULLION.
3) DETAILS F1, F2, G1, AND G2ARE NOTAPPLICABLETOTHE 2X4,2XO ORBAY MULLION. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 16 & 17, FOR QUANTITY
4)SEE SHEETS 5-12 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. OFSCREWS. A. LYN I R. P.E.
FIL PMA 58i05
__j
UBE
MULLION AND CLIP
2.000,
MULL '0"
.126*
OMTO ALUM.
S X-SECTION
L
125'
STANDAROCLIJ
SOMT6 ALUld
'T'OPVIEV
MIN.
—u"
4.75OF
MI
2.62
1.62
STANDARD CUP -12V
6063�TIIALUM. 2-C 30,
X-SECTION
If
2
EXTERIOR
INTERSECTION 33
U4,HANNEL CLIP
0083-TO ALUM.
TOP'1qEW 1
ALWAYS USE I
21111
I.." =
INTSISECTION
U-CHANNEL CLIP
6083-TO ALUR
r X-SECTION
USED MULL
�IN
JNTERSEZ:Cr�-]
IONS ONLY
'S
.1125"1
TABLE I B
MIN.
.376"
TABLE 1A
I x 2 x .126
Ractongufar
Alum. Tube
Mullion
opening (Vertical ortforizonts!)
50 In
I
so In
TO In
1
80 In
I
so in
00 In
120 In
'140 In
ISOM
Anchor and
'
'C
Subst"ItO Typ
A
B
C
A
I
Is
I
C
I
A
8
I
C
A
a
C
A
I
9
C A
11
I
A
a
C A
C
A
a
C
See Table
0 OfAnehom
2
2
4
1 2
2
4
2
2
4
2
2
4
2
2
4 2
2
4 2
2
4 2
2
4
2
2
42 In
Of
_91
Of
74
74
74_
83
63
es
ss
asTs—s
-�A9-
o-
-49- 44
44
" 38
35
38 31
31
31
27
27
27
48 In
e2
112
e2
so
w
5D
43
43
43
37
37
37
33
33
33 '29
29
29 24
24
24 21
21
21
18
15
60-626 In
63
63
1 63
43
43
43
38
36
36
32
32
32
28
1 28 1
28 2S
26
25 1 21
1 21
21 is
is
is
to
64 1.
44
44
44
38
38
36
30
30
30
2a
28
28
23
23
23 21
21
21 17
1
Is
16
16
60 In
33
33
33
27
27
27
22
22
22
19
-19
19
17
17
17 15
15
is
93 In
25
28
28
1 23
23
1 23
1 10
19
19 1
17
17
In
25
25
M
20
2D
20
17
17
IT
15
15
irk
19
19
18
is
Is
In
10
1
78 In
15
15
5
I'Z
1 51 td
TA
NOTE: THE ROW HEADING 'W OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY.
x
I x 2 x.1126
TrIangul r/Trapezoldal Loading Design Pressure Qbalft?)
Alum.yubo
Mullion
Opening
(Vertical or Haftantst)
so in
I so In
70 In
80 In
90 In 100 In 120 In 140 In 160 In
Andwand
Substrate Type,
se!�
A
B
C
I
A
B
I
C
A
8
I
A
It
C
A
8
C A 8
I
C A Is C A B C A 9 C
I I -
1
# OrAnch=
2
2
1 4
2
2
4
2
1 2
4
1 2
2
4
2
2
4 2 1 2
4 2 2 4 1 2 2 4 2 2 4
42 In
130
1301130
fill
Its-
_L15
108
105
1081
104
104
104
104
104
—
104 1014 ID4
104 104 104 1041 IDA 104 104 104 104 104
48 In
84
84
84
73
73
73
67
67
67
03
83
03
Of
Of
61 of of
Of at Of -- 61 of at Of at at at
60.626 In
71
71
71
62
62
62
1 66
58
65
52
52
52
50
50
50 49 49
49 49 49 49 40 49 49 49 49 -
64 In
57
57
67
60
60
50
45
46
45
41
41
41
39
30
39 38 38�
1 38 r3B 38 38 30 38 38 38 38 38
60 In
41
41
41
35
35
35
32
32
M
29
29
29
27
27
27 28 215
2a 25 25 25 26 25 25 25 26 25
In
35
35
35
30
30
30
27
27
27
24
24
24
23
23
23 22 22
22 21 21 21 21 21 21 21 21 21
60 in
31
31
31
28
28120
23
23
23
21
F 21
21
1 19
19
19 18 18
19 IT 1 IT 17 1 17 1 IT 1 17 17 17 1,
10-11
NEE
C4 a)
x
72 in 23 23 23 20 20 1 20 17 1 Ii 17 16 16 .10 1 a Is
76 In 20 2D 20 17 —11 17 f 111 15
2.6 1 64' 78 in 18] Is is is
OFFSET CUP
6083-T6 ALUM.
TOPv(Ew TABLE NOTES:
.740,
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ALLOWABLE
LYNN k,
7ze's "-, -,
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. SCREW PATTERNS
EXTERIOR 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HO LES MAY BE DRILLED
No. 58705,
INTO CONCRETE(CMU
.12V IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY 13E COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK
.74V
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
T(tv �jj
-16
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBST RATE, USE THE INTO WOOD/STEEIJA
I
TA F 'C'
1. -
TRIANGULARfTRAPEZOIDAL LOADING TABLES MULE 18). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES
:vz'
ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A).
1"XZ'X.87&'TUBE
MULLION AND CLIP
125r
.1
2.OW
[1376'
MULLION
6063-T6 ALUM.
X-SECTION
L
-
_I
T
TABLE 2A
04TERSECTION
U-CHANNEL CLIP
GOMTGALUM.
TOPVIEW
1.126"
'ALWAYS USE
.I SCREW
FERCLIP
5.600,
—4.760'
MIN.
INTE RSECTION
MIN..37
.375,
U-CHANNEL CUP
U63-TO ALUM.
TI ON
2.126,
S
USED 'UL
�S :--
a
D CLI
STANDARD C,
6CS3.178 ALU .
I s"
INTER E -
to vs Y
ONL
j
TOPVIEW
T
EXTERIOR
.740'
.126`1�
STANDARD CLIP F
6083-Te ALUM. 2,00'
X-SECTION I
MIN.
V!
OFFSETCLIP
6063-T6 ALUM.
. TOPVIEW 49(
.375�
MIN.
.376*
TABLE2B
lx2x.376
Roctangular Loading Design Pressure fibafft)
Alurr. Tube
Mullion
Opening (Vertical or HorIzont&Q
60 in
60 In
70 In I
so In 1
90 In 100 In
Anchor and
Substrata Tips,
..TsNOB
A
8
C
A
B
C
A
0
C
A
B
C
A
a
C A B C A B C A 8 C A 8 C
A
0 crAnchors
2
2
2 1
-4
2
2
4
2
2
4
2
2
2
4 2 2 4 2 2 4 2 2 4 2 2 4
42 In
IIS
97
119
109
61
109
89
69
so
69
61
89
79
54
7,
78 71 49 71 59 40 59 61 35 51 44 30 44
48 In
101
85
101
82
71
82
69
at
69
60
53
Go
M
47
4B
53 48 42 48 40 35 Q 34 30 34 30 27
50.625 In
—64ln
88
81
68
70
67
70
69
68
59
61
50
51
45
45
46 41 40 41 34 34 34 29 29 20
4,
39
72
72
72
68
68
58
49
49
49
42
42
42
37
37
37 33 33 33 ?8 28 28 24 24 24
60 In
63
53
53
43
1 43
43
38
W
35
31
31
31
27
27
27 25 26 25 20 20 20 17 17 17
83 In
48
48
48
37
37
37
32
32
32
27
27
27
24
'24
24 21 21 21 18 18 18 is is Is
SS In
40
40
40
33
33
33
28
28
28
24
24
24
21
21
21 19 19 19 1
72 In'
31
27
�25
31
27
3t
27
25
22
20
28
22
20
28
22
20
21
Is
17
21
Is
7
_L
21
18
7
_L.
IS
Is
15
18
Is
15
IS
Is
15
18
18
76 In
7.7n
NOTE: THE ROW HEADING 1W OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY.
I x 2 X.3.,B
TrIangul riTrapezoldai Loading Dedpn Preaswo ebifi-)
Alum. Tube
Opening (Vertical or Horizontal)
50 In 1
60 In
70 In
80 In I
Be 1.
100 In 1
120 In
140 In
169 In
A..hw and
Subalrale Type,
am TOM. 8
1
A
B
C
A
8
C
A
A
[g1 —r
A
A
A
.1
C
A
B
B
C
A
0
IS
C
A
A
8
C
A
S
0 ofAnch*
2
2
4
2
2
4
2
2
7
2
4
2
2
4
2
2
2
4
2
2
2
2
2
2
4
2_
2
4
42 In
170
13811701170
1128
170
7.
170
IJO
170
...
too
lie
ISO
109
Ills
1182
log
HI
its
169
189
IS
116
ISO
GO
189
1161169
I.
160
lie
109,
48 In
I
136
115
136
119
103
It*
'Go
109
98
109
103
toe
91
103
100
69
1001
09
Go
as
99
09
69
Go
go
so
.9
89
go
so
so
Go
�625 In
1
�15
1
115
IOD
95
100
00
Be
go
G
65
63
86
111
at
at
80
So
G.
60
60
so
Go
60
Go
So
so
so
Go
so
so
so
54 In
93
93
93
81
81
81
73
73
73
67
67
67
64
"
84
62
02
e2
1 62
.2
62
82
.2
62
62
.2
02
02
62
62
IS
601-
67
67
67
53
68
53
51
51
61
47
47
47
44
44
44
42
42
42
41
411
41
41
41
41
41
41
41
63 In
57
67
57
49
411
49
44
44
.44
4D
40
40
37
3-1
37
35
35
35
33
33
33
33
33
33
33
33
33
68 In
60
50
60
42
42
42
38
38
38
34
34
34
32
32
32
30
30
30
22
1 28
28
28
28
2a
26
28
2
28
72
38
38
32
11
32
28
28
28
28
26
81
24
24
24
22
JM38
32
32
32
27
21
21
24
24
21
21
IF
70 In
0 In
9 in
19
19
I.
2
1 25
22
90
M
18
on
—1 TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE.
EXTERIOR 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP.
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK
5) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE
TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 28). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES
ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A).
SCREW PATTERNS
INTO CONCRETE(CMU
INTO WOOD/STEEIJAL
IS
�pprvvvf —.-Oyln wl* of
F1orIJ;W%Cirj& , I -
Vale 'Kett .24..X61
114
10
If 14 N Af/I
Otis V..., 11U161 Z:
S
o w0'.., 0 -
A. LYNY MiLLVIR. P.E.
.126'
2*
MULLION
6DB3-TG AWK
X-SECTION a.37V
—T
UINTERSECTION .3318'
-CW,NNELCLIP
6003-TO ALUM.
T.1110. 1.199,
FAL-FIA—YS I�ISE
'Ori.
'CLIP
—0.225-
MIN. INTERSIECTION
f.375" U-�:HANNELCLIP
6 ALUM.
— fl 12..26'
X-S -r-TION
STANDARD CLIP rS DIN MI
6063-TS ALUM.
'3"S'
1.876'
IvLy
TOPMEW M
I 24T l--
EXTERIOR
S .000
608346 ALUM
X-SFCTIDN —125'
TANDARD CLIP 2
Lt
MIN.
MIN..375* 4.76V 76,
1
0.312,
3.00D'
OFFSET CLIP
6063-TOALUK
TOPVIEW
.757'EXTERIOR
.740-4
TABLE NOTES.
TARLF qR
TABLEM
1 x 2.75..375
R1111-rilar Loading Design Prossum, Obaffe)
Alum. Tube
Mullion
Opening (Vortlesl or Horizontal) . .
50 In
U6016,tj
1
70 In
60 In I
so In
100 In
I 40 In
160 In
Anetthr and
SubsImteTyps.
See Table 8
A
8
C
C
A
A
B
C
—A
8
A
I S I
C
A
B
c
.1
C
A
0
C
A
5
C
4 OfAnchOm
2
2
4
4
n2
2
1 4
2
[2
2
4
2
2
4
2
2
2
2
-4
-2
2
4
"2
2
4
2
2
4
2
2
4
-F
119.
97
119
I 'a
lem
al
109
9
B9
69
99
69
61
—
79
70
0
S4
79
71
49
71
J"O
—
40
60
51
35
51
45
30
45
48 In
126
85
12S
12SI
108
71
117
92
S2
61
108
111
63
99
72
7
47
80
Be
42
82
54
25
68
48
20
68
40
27
7
Si
60.625 In
123
23
81
1281
'2-
102
67
12D
a
08
58
1111
77
50
1 102
Be
68
45
F'
91
81
40
01
51
34
Be
44
29
S3
38
25
sl
FA In
IS
115
[2
76
1311
'31
98
83
123
82
64
1091
72
47
Be
&4
Si
42
42
85
57
28
76
48
31
83
411
27
54
W
24
4
47
80 In
—63irt
1.
103
68
'20
1201
86
67
98
74
74
9
49
e5
42
71
57
38
62
52
34
56
43
28
48
37
1 24
1 39
32
21
34
00
SS
104
82
64
1 a5
70
4B
71
61
40
61
1 64
Be
36
1 64
40
32
48
40
27
40
34
23
34
30
20
20
68 In
91
02
91
74
51
1 74
62
44
62
54
39
54
47
34
47
42
31
42
35
28
35
30
22
30
28
19
23
72 In
71
57
71
50
47
58
40
40
49
42
35
42
37
31
37
33
28
33
27
24
27
23
20
23
2NO
18
20
781.
61
64
el
49
45
49
42
38
42
3a
34
38
31
30
31
28
27
28
23
22
23
19
19
1!
7
17
17
78 In
66
52
58
46
44
46
$
39
37
39
33
33
33
29
29
29
20
F8
28
21
21
21
IS
IS
18
IS
a
6
00 In
37
1 37
1 37
30
30
30
28
28
28
22
22
22
19
19
IS
17
17
17
9610
108 In
III In
1
!
2i
20
31
-
i2
20
3'
i -
2
20
__! �f2s
..
_
IS
IS
25
IS
17
21
'a
21
1.
21
I
IS
.18
IS
16
16
16
. —1 . --- —1— U11 1mr- 1/A0Lr=M=r="0 JU IrlrbIANUAKUANL)U"t5hl ULIFUNLY.
I Awl Or& PM4.vt c-Itell
.11L
Ora
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. = : A� .
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. cD USED IN EXAMPLES
UJI-
8 1 EEDED, HOLES MAYBE DRILLED INTHEFIELD ALLOWABLE SCREW PATTERNS zw
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLE . F N ON SHEET 18 0
INTO WOOD/STEE
FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. INTO CONCRETEICM
4) THE STANDARD AND OFFSEt CLIP MAY 13E COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. JUJA�, I . .. .......
6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCIRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRfANGULARrrRAPEZOIDAL LOADING TABLES (TABLE 3B).
FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 3A). P.E.
L 705
I x Z76 x.375
Tl.ng.le,/rmp .. Id -I S. Pre.."m UbWW)
Alum. Tube
Mullion
Ojwnfng (Vorticai or Horliontaq
50 In
so in
70 In
1 80 in
go In
IODIn 1
120 In 1
140 In
180 In
An.bx and
Substart.lYpe.
See Table B
A
B
C
A
D
C
A
8
C
A
a
C
[A
a
C
A
B.
C
A
B
C
A
C
A
B
C
SOYA-h-fa
2
2
4
2
2
4
2
2
4
2
2
4
2
2
4
2
2
4 _
2
2
4
2
2
4
2
2
4
42 In
170
138
170
170
128
170
170
119
170
170
116
170
170
116
170
170
110
170
(��
116
170
170
116
170
170
110
170 1
48 In
170
116
170
167
103
170
145
98
170
139
91
170
135
89
ITO
135
69
170
1
89
170
135
89
170
135
9
170
60.625 In
163
107
170
145
05
170
134
Be
170
127
83
168
123
81
163
121
60
181
121
80
161
i2l
0
80
lei
121
so
161
64 In
150
98
170
133
87
170
1122
60
161
1 114
75
1 s2
110
72
145
lU7
70
141
106
70
140
100
70
1 140
108
70
140
601.
131
Be
isi
115
76
130
104
69
116
9-1
64
IN
92
SO
09
89
Be
95
08
57
92
86
57
7
1 92
68
1 67
92
63 In
123
01
13D
108
71 -
Ill
97
64
99
90
59
go
8"4
5NO
84
80
64
80
78
1 51
78
76
51
76
76
St
76
Be In
112
78
112
98
67
95
85
So
65
77
55
77
72
62
72
68
60
68
83
47
63
83
4-1
47
63
83
47
63
721.
fig
Be
SB
73
60
73
Be
53
64
55
49
5B
S3
48
53
50
43
SO
48
4D
48
44
39
44
44
39
44
76 In
73
64
73
62
63
e2
64
60
54
49
48
49
46
42
45
42
40
42
38
37
38
36
35
78 In
67
62
67
67
54
57
60
48
50
45
44
45
41
41
41
38
38
38
34
34
34
33
33
43
43
38
8
1 36
32
32
32
28
28
1 28
26
28
26
1 24
24
24
21
21
1 21
19
19
96 In
Be 1
35
25.
23
.
35
25
23
35
25
1 30
21M21
30
-
30
21
IS
28
—
16
1 28
1 18
1 26
1 IS
1_� _
I IS
!!
IS
is
1 L3
IS
I is
21
21
21
1 19
19
1 19
1 17
17
1 17
1 15
1,
16
4901.43
log In
in
Ill In
I" X 2.750"X.650" TUBE
MULLION AND CLIP
--: t—tviv-1
F
2.750' .12V
MULLION
6083-T6 ALUM. '650,
&RECTJOINL— I
INTERSECTION —1
U-CLIANNEL CLIP V7.3318'
6383-76 ALUM. T )
TDPVIFw 1.312 .511,
r;-"=. I I t� . _
PER CUP 0225"
INTERSECTION
U-CHANNEL,CLIP
5.600, 4.750" MIN. 6063-TS ALUM.
MIN..376' 2.6 1 2 --l—tow F.375' X-SFCTION 2.125"
�T
.%.�Aft- CLIP
TS ALU. 1.312"
TOPVMN .740' 1--
0.312*
EXTERIOR
.125'
STANDARDCLIP ZOW
6083-TS ALUM.
X-SECTION 125'
MIN.
OFFSET CLIP
6083-T6 ALUM.
TOPVIEW
MIN.
4.75V
375"
Aj E+�- I
0.312-
.126—
.74D"—
TABLE 48
TABLE 4A
IX 2.75 X.051)
Ro rigufarLoading T— Design Promm (lbsM
MuIllon
Opening (Vertical artforIzont.1)
50 In 1
60 In
701. 1
80 In 1
90 In
100 In
120 in
140in
160h
Anchoreno
Substrate Type,
See Table B
A
B
B
C
. I
A
I
a
C
A
A
8
C
I
-
B
C
A
8
C
A
B
C
C
A
8
I
A
-
C
A
0
C
#OfAnchm
2
2
2
4 1
2 1
2
4
2
2
2
2
4
2
2
4
2
2
4
2
2
4
4
2
2
2
2
2
4
2
2
4
421n
119
07
7
lig
1091-61
log
so
09
99
89
61
OD
70
64
79
71
49
1
71
60
40�
SO
51
3S
SS
fil
46
30
45 1
48(n
123
85
[76
120
1081
71
117
92
1 2
[74
81
103
51
53
99
72
47
80
65
42
82
54
35
00
40
SO
30
55-
40
27
61
60.625 In
123
81
I
128
102
.67
120
SO
SO
SO
50
Ill
77
50
102
68
45
01
61
40
81
51
34
69
44
29
58
38
25
rm
64 In
115
76
1131
06
83
123
82
.2
54
109
72
47
95
1 64
42
1 65
57
38
76
48
1 31
64
41
27
55
36
24
48
60 In
103
98
135
SO
fi?
115
74
AS
49
03
OS
42
86
57
3D
70
52
34
So
69
43
2B
67
37
24
49
32
21
43
[a
99
65
130.
82
54
1 ONO
70
40
89
&2
40
77
65
38
67
49
32
60
41
27
40
35
23
42
31
20
37
t;
r633
00 In
04
82
114
78
61
93
67
44
n
59
1 39
67
52
34
59
47
31
52
39
28
43
34
22
37
20
10
32
72 In
SO
51
OS
72
47
72
61
40
01
52
35
52
48_
31
46
41
28
41
33
24
33
20
20
1 28
25
:L3,
25
nj�
n
54
78
62
45
02
5;!
30
52
45
34
AS
30
30
30
3S
27
35
28
22
28
24
19
24
1 21
1 17
21
761.
1 70
52
n
57
44
57
40
37
48
41
33
41
38
20
38
32
28
1 S2
1 25
22
28
1 22
0
2=2
20
18
20
go In
40
45
45
38
38
33
32
32
32
27
27
27
24
24
24
21
21
21
1 17
11
17
1 15
2
06 In
03 in
Ill in
1206
"'
2r
25
d20
38
27
26
20
g38
20
31
2
I.
16
31
22
TI
16
22
21
1 IS
19
17
19
1 17
19
1 17
15
Is
16
15
15
111
6
NOTE: THE ROW HEADING "# OF ANCHORS"ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY.
USED IN EXAMPLES,,
ON SHEET 18
I . Z715 x.030
TsfartgularrTrapezoldel Loadlng Design Preawre OWO
,,fm. Tub2
Mullion
Opening (Vertleal or Horizontal)
50 in 1
00 In 1
70 In I
8D In
90 In
100 In I
uO In
40 In 1
16010
A.chorand
Subsirate lype
See Tablea
A
I
B
I
C
I
A
I
B
C
C
A
B
C
I
A
B
B
C
A
B
I
C
A
I
a
C
A
I
0
C
C
A
8
C
I
A
8
C
6 ofAnchM
2 1
2 1
4
2
2
4
4
2
2
4
2
2
2
4
4
2 1
2
4
2 1
2
4
4
Z
2
4
2
2 .
2
4
42 In
17011381
In
170
128
in
in
170
lie
170
In
110
[7
170
17D
116
170
170
118
1"
170 1
Jill
170
'7
170
Ile
In
ITO
110
170,
AS in
In
115
1 170
157
103
1,.
in
145
06
170
139
01
0'
170
136
69
170
135
90
170
135
89
170
'70
125
69
in
135
60
170
60.626 In
163
1071
170
145
SS
170
in
134
88
170
127
83
.3
ISO
123
81
103
121
60
161
121
60
161
121
80
161
F.47
121
'2'
so
-161
64 In
150
98
17D
133
07
170
122
1 60
1 161
114
r
7s
152
110
72
145
107
70
142
106
70
141
401
106
70
141
1
106
OS
70
70
141
80 In
131
88
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116
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1041
69
1 139
97
64
129
02
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122
89
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110
80
57
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114
4
66
87
114
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86
57
114
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123
61
182.
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71
139
07
64
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90
69
112
65
60
105
62
54
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78
51
94
78
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94
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g
31
I
64
06 In
118
70
140
101
67
120
91
60
106
84
55
98
70
52
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50
84
72
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47
79
71
AT
78
71
47
78
72in
104
09
1107
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60
91
SO
53
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72
49
72
68
45
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43
62
57
40
157
65
39
55
65
39
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90
64
00
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77
87
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67
61
46
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62
37
47
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45
38
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62
03
71
54
71
02
40
82
50
44
68
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41
61
47
38
47
4'
35
t282
43
43
3
41
34
41
40
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64
63
64
45
45
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0
40
40
35
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35
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32
32
30
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30
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28
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21
24
24
24
24
23
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37
37
32
32
32
29
1
1
21.
24
24
21
21
2
-
r4�
1
2
2
2C
MIC
TABLE NOTES: 10SIn 31 31 31 28 28 28 22 ILALAWaLim- I
lilln 29 25 8 24 21 2
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES 2 24 24
IS ALLOWABLE. 1201. 22 22 19
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP.
3) ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS
GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK.
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE
48). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES,
(TABLE 4A).
ALLOWABLE SCREW PATTERNS
INTO CONCRETEICMUI
INTOWOODISTEELAL.
11 IE4�
7.
Do
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FL P.E.# 68705
1" X 3.126'X.501)"TUBE
MULLION AND CLIP
MULLION
6083-To ALUM.
X-SECTION
MIN..375
STANDARD CLU
6063-T6 ALUM
TOW
INTERSECTION 338
U-CHANNELCLIP
6062146 ALUM. 2
TOPVIFIN
PER CLIP I 22F
O.Ouu'
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r 20.
1
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07
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1.129'
2.01]
EXTERIOR
STANDARD CLIP
6063-TO ALUM.
X-SECTION
q
MIN.
OFFSET CLIP
6083-TOALUM.
I TOPMEIN
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EXTERIOR
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U-CHANNEL CLIP
(5063-TOALUM.
XSECTION
2.12P
IF
INTER T.
IONS
j
.1215--J�
.1
-fl
.74 �
.740"
TABLE 5B
MIN.
.37W
.740' 1
TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES
IS ALLOWABLE.
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP.
TABLE5A
T' x 3.128- x
Rectangular Loading 'D.&IgnPra-0ballf?
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Tube Mull
Opening (Vertloal or Horizontal)
so In
I so In
70 In
so In,
80 In
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140 In
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120
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1
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD
FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK.
6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARrrRAPEZOIDAL
LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE
THE RECTANGULAR LOADING TABLES, (TABLE SA),
ALLOWABLE SCREW PATTERNS
INTO CONCRETFJCMU
INTO WOOD/STEELJAL
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is - 111 - *I
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FL P.E.# 58705
MIN.
+ .37'
STANDARD 1.129"
6063-TO A 0.
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STLAN-DARD CLIP -000
6003-TBALU
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MIN.
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6E'83-TO ALUM.
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rl-Als
-0.226'
PERCE
LIP
.37S' INTERSECTION
U-CHANNEL CLIP
6063-T8 ALUM.
X-SECTION
USEDIMMULL
A2
INTERSECT-
ZI;25'
IONS ONLY
.74V I---
E I 1 .1— EXTERIOR
MIN
.375'
TARI P RR
TABLE BA
1.2171 x 3.1081- x
Rectangular Loading Design Pressure pbaffe)
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Tube Mull
Opening (Vertical or Horizontal)
50 In
[_ 60 In
70 In
I so In
- 901n
100 In
1 1
140 In
160 In
Anchor and
Substrate 7Ype.
A
B
C
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2
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4
2
2
42 In
1191
97
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1091
81_
109
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69
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1 89
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71
49
49
71
60
1 40
60 '71
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30
45
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85
1 1281
1081
71
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92
61
1081
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42
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68
46
30
58
40
27
51
50.625 In
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81
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102
67
120
88
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77
60
103
68
45
94
61
0
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86
51
34
72
44
20
61
38
26
54
54 In
115
76
131
96
63
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115
72
47
107
64
42
95
67
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48
31
71
41
27
61
38
24
54
60 in
—
103
68
135
86
57
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49
110
65
42
96
67
38
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28
64
37
24
55
32
21
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63 In
99
65
138
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70
46
105
62
40
92
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38
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63
31
20
48
66 In
94
62
138
78
51
117
67
44
98
69
39
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62
34
74
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66
39
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55
34
22
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72 In
60
67
112
72
47
91
62
40
77
1 64
35
68
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58
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28
51
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31
20
35
78 In
82
64
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60
45
76
58
38
66
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34
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19
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28
19
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90 In
59
45
1 59
48
38
48
40
32
40
35
28
35
30
25
30
27
23
27
22
19
22
19
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is
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49
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42
49
40
35
40
33
30
33
29
27
29
25
24
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22
21
22
15
18
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16
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108 In
34
34
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28
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24
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21
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120 In
32
—
26
32
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15
17
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17
1.25" x 3.188" x
Trianquiarrirrapezoldell Loading Doollin Preesurs obarti'l
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Tub. Mull
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-----------
60 In
T 60 In
70 In
80 In__
90 In
1 100 In
120 In 1
140 In
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170
64 In
160
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114
76
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123
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613 In
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81
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1 100
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1 71
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104
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91
60
116
81
63
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75
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70
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70
62
40
72
60
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60
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To
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04
114
66
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53
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26
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25
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66
49
41
37
41
38
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33
31
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27
26
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1 16
15
15
TABLE NOTES: U U I I login 30 39
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES min 36 38
IS ALLOWABLE.
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 28 28
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND -CONTAIN UNUSED HOLES.
IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET-
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK.
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE
TRIANGULARfTRAPEZOIDAL LOADING TABLES (TABLE 69). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES
ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 6A).
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TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE.
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP.
3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK.
5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE
TRIANGULAR17RAPEZOIDAL LOADING TABLES (TABLE 78). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES
ARE ANCHORED AND FOR ALL HINGED DOO`AS, USE THE RECTANGULAR LOADING TABLES, (TABLE 7A).
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TA13LE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES AND/011 DESIGN PRESSURES IS ALLOWAGLF-
2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP.
3 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD
) A
FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 7.
4) 1 HE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U�CLIP MAY NOT 13E COUNTERSUNK.
6 S
EE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL
LOADING TABLES (TABLE 813). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHOREDAND FOR ALL HINGED DOORS.
USE THE RECTANGULAR LOADING TABLES, (TABLE 8A).
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TA13LE NOTES: (D USED IN EX AMPLES
1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ONSHEETIB
2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED
IN THE FIELD FOLLOWING DIMENSIONS GfVEN ON THIS SHEET.
3) THE STANDARD CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT 13E COUNTERSUNK.
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO T14E SUBSTRATE, USE THE
TRIANGULARrVRAPEZOIDAL LOADING TABLES (TABLE 10B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR
SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE IOA).
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ALLOWABLE
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1.26"X 2.11"X
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60 111
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70 In
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A
C
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B
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N OfAnchare
2
2
2
1 2
4
4
2
2
2
4
1 2
1 2
4
2
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7
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81
08
81
69
81
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65
65
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50.626in
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69
89
58
98
56
47
47
47
41
41
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57
57
48
48
48
39
39
39
34
34
34 30 1 30 30 27 27 27 17 17 17
60 In
42
42
42
34
34
34
29
29
29
25
25
25 22 22 22 19 10 12.
631n
37
37
37
30
30
30
25
26
25
22
22
22 19 19 1 19 17 11i 17
66 In
32
32
32
26
28
28
22
22
1 22
19
19
19 1 17 17 1 17 16 1 15 Is
72 In
—76
25
25
25
20
20
20
17
17
17
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is
is
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21
21
21
17
17
117
1 15
16
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20
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50 In
60 In
1 70 In
80 In
90 in
1 100 In
160 In
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A
13
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A
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C
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6
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A
B
C
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2
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2
2
4
2
2
4
1 2
2
1 4
2
2
4
2
4
2
2
4
42 In
167
138
107
149
126
14f)
139
119
1391135
1161135
134
116
1341
134
118
134
134
116
134 -
48 In
108
10a
108
95
95
25
B6
88
86
81
81
01
79
79
70
79
79
79
79
70
79
60.625 In
91
91
91
79
1 79
79
72
72
72
117
67
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65
85
1 65
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64
64
6"4
64
64
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54 In
74
—
74
74
114
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58
58
58
53
53
63
61
51
51
49
49
40
49
49
-
49
60 In
—631n
53
53
63
46
46
46
41
41
41
37
37
37
35
35
35
33
33
33
32
32
32
48
48
4S
39
39
1 39
1 35
35
35
32
1 32
32
29
29
29
28
28
28
28
28
26
06 In
39
g
39
39
34
34
34
30
30
30
27
27
2-1
25
25
25
24
24
1 24
22
22
22
72 In
30
30
30
26
28
20
23
3
23
20
20
20
19
19
19
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is
I is
is
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1 25
25
25
22
22
22
19
19
19
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Is
is
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11
78 In
1 23
23
23
17
17
TABLE NOTES: I
1) LINEA RPOLATICN BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE.
2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED
IN * THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
3) THE CLIP ANGLE MAYBE COUNTERSUNK. -
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE
TRIANGULARtTRAPEZOIDAL LOADING TABLES (TABLE 11 B). FOR FENESTRATION PRODUCTS WHERE NorALL FOUR
SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE I 1A).
9.E,-9101
17 1 7 -- Hl�
Appinved as cnwVI%-fDV. njj-3 ft
fliorklal)iIM.C. . j,. . ' .
Miami Dzd, -oro
q�Li LYNN 4f,
.......... Yee
'4A,x\ - *.- *
No. 56705
6L
5 rGLI I
.T 1:
A
DO IF'
SIONAO�
/'I R I 1 0
.A.LyA Mft21!iR,P.E.
FL P.E.# 68705
30*/3.20'TUBE BAY
mULLION AND CLIP
2.681' 2v EXTERIOR
112S' ' XTER
30-
1 2.85V
MULLION 3.250*
6053-T6 ALUM.
X-SEGTION
.228-T
CLIP At
6063mTO A
TOP I
ALLOWABLE
SCREW PATTERNS
INTO CONCRETEICMU
A4.4416
0 0
INTOWOOD/STEE L
3.. DW
EXTERIOR
SE2CLIPS
PER MULL
END
2400'
CLIPANGLE
6063-T6
X-SECTION
ALUIA L L
cc ,
T
TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE.
2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONT . AIN UNUSED HOLES. IF
NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS
SHEET.
3) THE CLIP ANGLE MAY BE COUNTERSUNK-
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE
SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 12B). FOR
FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL
HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A).
TABLE12A
3.26" 30 DEG.
Rectangula, Loading DOGIGn Pmmm PbsfO)
AL GAY MULL
Opening (Vertical or Horizonilid)
110111
1 60 In
70 In
1 80 In
00 in
IOD In
110[n
1 160 in
substmIeType.
se. Table 13
--io—fAn&4m
A
—2
8
C
A
B
T
C
C
A
B
C
A
F
F
A
a
C
A
1 0
C
A
B
C
A
8
C
2
0
2
2
2.
0
2
2
6
2
1 2
6
2
2
6
2
2
6
2
2
6
2
2
421n
1119
97
111?
109
111
Oil
1
109
go
go
69
GO
89
81
89
79
64
70
71
49
71
65
44
65
46
20
46
49 In
126
85
125
IDS
$..3
71
117
j.2
92
61
1CS
81
53
99
72
47
GO
6S
42
82
59
39
74
40
27
51
60.1326 In
123
81
128
'0'
102
87
120
88
58
111
77
50
103
611
46
94
1 SI
-40
1 98
58
37
78
38
26
64
r4 in
115
78
131
98
83
_F128F74
102'.'
123
82
2
64
115
72
47
107
64
42
99
67
39
1 91
52
34
03
28
24
57
60 In
103
(Fe
1-35
86
1 57
49
11.
.1
41
11�
G?
38
100
52
34
SO
1 47
31
S.
21
55
63 In
09
65
136
82
64
1 130
70
4B
122
82
40
ID4
65
30
01
49
32
81
45
2B
73
31
20
60
2
ea in
94
62
138
78
5
qI
128
44
108
--
69
39
93
62
34
81
47
31
72
1 43
28
65
29
-
46
72 In
80
57
122
72
47
47
100
62_1
4D
84
64
35
72
48
31
63
43
28
68
1 39
28
—
61
27
34 1
76 In
.
6.4
In
.8
46
1
B5
68
1 38
72
51
34
02
45
30
64
41
27
43
1 37
24
43
20
29
78 In
8D
52
97
Ga
S'
44
TO
57
1 37
67
60
3$
67
44
20
GO
4o
2a
45
38
24
1 40
26
v
90 In
S4
4+634
52
38
62
44
32
4
38
28
38
33
1 25
33
30
23
20
27
21
27
IS
08 In
53
42
5
43
35
43
37
30
37
32
27
32
28
24
28
25
21
25
22
19
22
15
15
108 In
III In
38
35
39
35
3.8
35
31
29
31
29
31
213
24
24
20
24
28
24
22
21
22
21
-iT
21
20
18
20
IS
2"0
.18
144 in 1
8
IS
28
is
28
is
23
23
23
17
16
TABLE12B
3.2r 30 DEG.
Td-mgfa,1T.p.-Id.I Loadina I Malan Promanv (Ibdfil)
ALBAYMULL
Opening (Venjoal or Horizontal)
50 in
So In
70 In
80 In
60 In
10011
1 110 in
ISO In
Anchor and
Substrale'll(p,
See Table 8
A
1
C
A
0
C
1
A
.1
1
..
I
T.
9
A
IS
1
C
1
A
IS
A
I 'D
c;
.1AhCh-
2
1 2
2
1 6
2_
1 2
6
-d-
2:
2
2
6
1 2
1 2
6
2
2
1 6
1 2
2
a
42 in
1�138
170
17D
1281
170
17D
I Ijj-
-j70
11.
17.
118
1701
170TI10
170
1701
1116
1701
1
110
170
4B[n
170
115
170
157
'1031
170
145
96
170
_L391
01.
1-1
135
89
17
1 135
89 _
1-ro
135
69
170
135
89
170
5D.525 In
163
107
170
145
93
1 ITO
1341
So
-1
170
1.
1701
123
81
1701
121
GO
170
121
GO
170
121
80
170
S4 In
ISO
98
Ila
133
87
170
1221
GO
170
114 -r
76
1701
110
72
1701
107
70
170
IDES
70
170
108
TO
I 70
60 In
.131
Ila
J70
115
7a
170
104
1 69
170
97
a4
1-7v
92
60
160
89
GO
162
a7
57
146
68
67
146'
e3 In
123
91
170
108
71
170
97
1 04
189
—90
59
153
85
52
142
82
54
134
So
52
120
78
51
128
68 In
110
76
170
101
87
168
81
60
1-47
—
84
55
133
79
1 62
123
70
50
1171
73
46
112
71
47
1081
72 In
104
09
1 148
@1
1 So
126
81
63
111
75
40
IDO
70
46
02
68
1 43
Sa
1 63
42
(12
GO
GO
39
76
76 In
09
64
125
135
0
100
TO
50
93
69
48
84
84
42
77
61
40
72
1 58
38
08
64
35
62
76 In
95
02
118
02
54
9S
73
48
85
67
1 44
77
62
41
71
1 59
3B
66
1 66
37
62
61
34
65
RD In
74
53
74
63
45
1 63
5
r)S
:'!
30
49
44
34
44
41
31
41
38
30
38
32
25
32
90 In
01
49
�
01
62
42
62
;!,
r
34
40
36
31
36
33
29
33
31
27
I
31
25
.
23
26
108in
_
43
_
41
43
__i_
38
35
38
-
31;
3;1
3il
1
:1
28
28
25
26
26
23
23
23
21
21
]21
10
IS
IS
III In
39
33
33 1
03_
i
i
i
25
26
1 23
1 23
23
21
21
21
19
19
ID
15
16
-15
120 In
144 in
31
la
31
=-12.
—'S
-
r2.
22
22
22
20
20
20
1 IS
I IS
Io-
IS
IS
IS
is
I
1 G
mmmli6
d
Z'
0
w
w
IE
F- -.1
Z -j i;s
< :3 z
D) mof 01
u) cq--
w C6 2-
X . IV)
Cn <— 0
z
Ilmd-ja cantmi
nA
" 0i
iu
6, tit tu z
Ov, Q)
ok, Pwm
Islow,
A "A M14
. LYN R, P.E.
FIL P.F-# 58705
45'13.25� TUBE BAY
MNL-10N AND CLIP
CLIPANG
0063-T6 ALLI
TOP VIE
EXTERIOR
ALLOVINA—BLE
SCREW PAT-IFERNS
INTO CONCRETFJCMU
--4.702
0 0 0
0
0
4
INTO WOODISTEEIJAL
f, Q--* �-
us 2 CUPS
MULL
EWD
2.000"
CLIP ANGLE
6063-T6ALUm.
X-SECTION L
2.00o*----4 T
TABLE NOTES:
1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWA13LF
2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF
NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS
SHEET.
3) THE CLIP ANGLE MAY BE COUNTERSUNK
4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS.
51 FOR FENESTRATION --
TABLE13A
3 1 2T* 45 DEG.
Ractangulmr Loading D96f9n Pra� ObStfit)
AL BAY MULL
Anchor ant
Sub.frale Tipe,
See TQbfe B
Opening (Vertical or Horizontal)
60 In
1.
60 Fn
A B C
--- O-ln----r
A
-BR
so In
A B
so in
C
loo in
9 C
1
1
C
160 In
---
A B C
0.
2
2
—6
6
�2
�2
—2
5
1 2
T 2-F
6
2
2
1 6
2
2
0
2
2
a
42tn _
jig
97
jig
log
at
log
ag
69
so
ol
89
70
TO
71
49
71
65
44
65
5
30
45
48 In
126
—
85
—
125
—
108
71
117
-------------
92
al
log
811
53
99
72
47
—
66
—
42
—
62
—
50
—
39
--
74
40
27
51
50.625 In
123
81
12B
102
67
--------------------
182r,4
120
88
58
111
77
60
103
88
46
94
61
40
88
58
37
---
78
39
28
54
64 In
115
75
131
OS
63
123
--------
82
54
116
72
47
107
64
42
01)
67
36
91
62
34
83
Se
24
67
60 In
103
—
88
—
135
—
SS
s7
128
—
74
—
49
—
120
—
65
—
42
1113
57
38
106
62
34
-------
95
47
1
88
32
21
50
a3 In
99
—
65
—
130
—
130
—
70
—
48
—
123
—
62
—
—
Q
—
112
—
55
—
36
—
08
—
49
—
32
—
U7
46
29
78
31
20
5 3
68[n
04
62
138
78
6 - 1
131
67
44
120
fig
—
39
—
103
—
62
—
34
—
80
—
47
—
31
—
80
—
43
—
28
—
72
—
29
19
49
72 In
—
So
-------------------
67
140
72
47
114
62
40
go
64
35
83
48
31
73
43
m
83
39
28
N
27
IS
39
78 In
—
-78
B2
—
54
—
120
—
00
—
46
—
08
—
68
—
39
—
62
—
111
34
71
45
30
02
41
27
65
37
24
50
28
17
34
In
—
90
—
52
—
Ill
—
ea
—
44
—
91
—
67
—
37
—
78
—
60
—
33
—
60
—
44
—
29
—
58
—
40
26
51
—
35
24
46
26
15
31
gain
69
46
74
67
So
80
49
32
—
61
—
43
—
28
—
44
—
23
25
39
—
34
—
23
—
34
—
3302213D
—
-
1;;,,
81
42
61
So
$5
50
42
30
42
38
27
38
32
24
32
28
21
20
25
19
25
Ica In
43
7-
So
27
2a
23
21
21
1
11
1
IS
I,
a
T�jt�
-T2.
26
28
28
24 1
23
!!4�!
1
fi!
,4
1.
--F3-
32
2
32
28
26
26
22
22
22
19 1
10
.
1.
'i
;#
IT
1"
15
1
1.
15
TABLE13B
&2r* 45 DEG.
TdOnOU181111rmallwoldal dhig Dodon Promm 4b9W)
AL DAY MULL
--
Anchorand
SubftjteyYp-,
See Tabl.
Opening (Vartical or Horizontal) -
ISO In I GQIn-- TOM so in I Odin I --do in
A A 8 A B A 8 C A C A B 0 A 9
lli-m C B
1
�2 1
0WAnchons
2
6 -
2
2
5
2
2
0
2
a
21210
2
2
6
2
216
42 In
170
135
170
170
128
170
170
11.
lio
170
lid
170
170
110
170
170
lie
170
170
lie
170
170
118
.170
4d In
'To
116
--
170
167
—
103
—
170
—
14S
—
96
170
139
91
170
136
.
So
.
170
.
135
.
89
—
170
-
135
-
go
—
170
—
135
89
170
SQ625 In
183
107
170
45
95
170
134
gg
—
170
—
177
—
83
—
170
—
123
—
81
—
170
—
121
—
80
—
170
—
121
—
80
—
170
121
60
170
64 In
go
I
133
07
170
122
80
170
114
75
—
170
—
110
—
72
—
170
—
107
—
70
—
170
—
log
—
7.
—
11.
—
Ids
—
To
—
ITO
—
—
8S
—
`170
—
116
—
78
—
170
—
114
eg
--------------
17.
-------------
17
114
170
92
60
170
So
So
164
87
67
159
88
57
167
63 In
—86in
123
81
170
108
71
170
97
s4
170
90
85
58
153
82
54
144
80
52
139
78
61
138
1160
11-8
7-0
170
101
67
170
91
80
164
_!9
65
_185
.
140
.
TO
.
52
.
137
.
76
.
60
.
128
.
73
.
48
.
123
71
47
lie
__72 In
104
69
170
91
00
145
81
—
53
—
127
75
40
116
70
48
106
43
99
63
42
G4
60
39
1
oil
,W_
In
08
.
GO
84
144
85
50
122
70
---------------
So
—
107
—
ag
—
46
—
98
—
64
—
42
—
68
—
a,
—
40
—
82
—
68
—
38
—
78
54
35
71
7e In
OS
—60
62
—
133
02
64
113
73
48
89
67
89
62
1
1
59
39
7s
59
37
71
61
34
84
80 In
53
72
................
61
40
63
95
—
68
—
51
34
_I
61 _
47
31
47
44
30
44
38
25
36
00 In
70
49
70
69
42
—
69
51
37
51
46
3.4
45
41 1
31 1
41
38
29
38
35
27
35
29
23
29
108 In
—
49
—
43
—
49
—
—!L
37
41
32
—
32
!!
-
20
28
29
-
L24
23
24
—
19
19
10
III In
120[n
46
38
41
38
as
9
30
3s
so
3s
30
33
31
20
29
F
23
29
213
23
28
-
--Z-
�4
:2�
E24
2
17 1
17
— MERE ALL FOUR SIDES ARE ANCHORED TO THE m 23 1 21 1 21 1 21 19 10 10 17
SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 138). FOR 144 In 15 — Is
FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES APJ-= ANCHORED AND FOR ALL �E_ _LO_ _ 17 17 _ 15 m
HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 13A).
R v
lid'
Nse
140.5510 7�
0
NOV%-'
FLOR
..........
A. La M161R, P.E.
EXAMPIJE 1: SINGLE VERTICAL MULLION
A .)NO ANCHORS IN HEAD
L
NO ANCHORS IN SILL
sz* [�---32'
--*—NULLWIDTH
L OPENING WE 1111�2�
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1W. THE OPENING REQUIRES A DESIGN PRESSURE OF +80,0/-85.0 PSF.
1) SELECT WHICH METHOD OF ATTACHM IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TA13LE B, SHEET 3. FOR THIS EXAMPLE. ANCHORISUBSTR ATE TYPE �.Cr WILL BE USED
M6!1
FOR BOTH ENDS OF THE VERTICAL.MULLION. I
2) THE MULLION LENGTH IS 60" AND THE OPENING IS 32"+32 =W. BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING LAR LOA DING MUST BE
d'
USED. SCAN THE MULLION TABLES FOR A MULLION THAT ]SAT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF � .
.
+80.0/-85.0 PSF WHEN USING THE "C" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE..
FROM TABLE 3A, SHEET 7, THE.1 - X 2.76' X.375' MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS
APPLICATION.
FROM TABLE 4A, SHEET 8, THE I- X 2.75' X.650" MULLION (LENGTH= 60", OPENING - 64r) HASA DESIGN PRESSURE OF +1-98.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
0
OPENING ANDMIAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP.
BEbAUSETHE MULLIONADDS 1"TOTHEWIDTH OF THE MULLED UNIT, THEADJUSTED 13UCKNDTH IS 32"+111+3Z-65". VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR*
THE ADJUSTED WIDTH.
w
co
cm
(D
3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MLILL1014S OR FENESTRATION
p
cq
co
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN,
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
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EXAMPLE 2: MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-31W. THE OPENING
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REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. 7"
MULLV41DTH
I)SELECTWHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLEB.SHEET3. FORTHIS EXAMPLE, ANCHOWSUBSTRATE
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TYPE"A7%qLLBE USEDFORTHEEND OF THE HORIZONTAL MULLION ATTACHING IN CMU AND TYPE -C- (INTERSECTION U-CUP) WILL BE USED FOR THE END
ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL MULLION. FOR BOTH ENDS OF
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SEE
DETAILS.
SHEETS
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THE VERTICAL MULLION ATTACHING TO CONCRETE. TYPE"A"WILL
BE USED.
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3. FENESSTEREATION 2-3
PRODUCTS
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2) CHOOSE THE LONGER MULLION FIRST. FOR THE VERTICAL MULL, THE MULLION LENGTH IS 32'+72"=104"AND THE OPENING IS 36'-36 =72" BECAUSE THE FRAME OF
THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT [SAT
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LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF WHEN USING THE"A7 COLUMN AS
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DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 2- X 6' TUBE MULLION ON SHEET
14. TABLE 10B, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/-88.0 PSF. NOTE THE NUMBER OFANCHORS REQUIRED IN THE CLIP.
VERTICAL
MULJON SPE SEE
BECAUSE THE MULLION ADDS 2"TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 36"+Z"+36'�-74". VERIFY THAT THE DESIGN PRESSURE IS STILL
DETAILS. DETAIL E.
APPLICABLE FOR THE ADJUSTED WIDTH.
SHEET 3
OPE ONG SHEET3
.
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FOR
3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 36' AND THE OPENING IS 32-+72'=104'. BECAUSE THE FRAME THE WINDOWS ARE ANCHORED ON A U-4
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SIDES, THETABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS ATLEASTTHE W[NDOWFRAME DEPTH OF2-3/8'
7
AND WILL MEET OR EXCEEDTHE REQUIRED DESIGN PRESSUREOF +50.0/-55.0 PSFWHEN USING THE"A"COLUMNAS DETERMINED IN STEP 1. IFTHETABLE DOES NOT
SHOWTHE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE I- X2.75' X.375'TUBE MULLION ONTABLE313, SHEET 7 MEETS OUR REQUIREMENTS WITH A,
DESIGN PRESSURE OF +1-170.0 PSF. NOTE THE NUMBER CF ANCHORS REQUIRED IN THE CUP.
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APProved as tMidylbs "Ith ft
SEE
BECAUSE THE MULLION ADDS 1"TO THE HEIG14T OF THE MULLED UNIT. THE ADJUSTED BUCK HEIGHT IS 32`+l"+72"=105". VERIFY THAT THE DESIGN PRESSURE IS STILL
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DA-
DETAILS
APPLIC ABLE FOR THE ADJUSTED,HEIGHT. NOTE THAT THIS IS A DIFFERENT MULLION THAN THE VERTICAL MULLION. OPTIONALLY. THE SAME MULL COULD BE USED AS
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SHEETS
2-3
LONGAS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET.
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4) FOR THE INTERSECTION CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CLIP DETAIL FOR THIS
MULLION IN SHEET 7. ANCHORS SHOULD BE #12 SHEET METAL SCREWS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMINUM. SEE TABLE B, SHEET 3.
W. HOR17- 3r. HORM
LENGTH —MULL LEN!.TN�j
E!!OPENING
6) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
FOR VERTICAL MULL
+1-88.0 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
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+1-170.0 PSF FROM THE 30" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
Z*: NO. 5.
THE LOWEST DESIGN PRESSURE IS +1-88.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
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6) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR
FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION
PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION INTO
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SPECIFICATIONS RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
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A. LYNU MILVER, P.F_
FL P.E.# 68705