WS-13-2746 Miami Shores Village RECEIVED
1 - g
BuildingDepartment ��C 0 5 2913
p
J\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Is Y
\ LL Tel:(305)795.2204 Fax:(305)756.8972 .
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.WY-) 3 el-)
Permit;,Type: BUILDING ROOFING
JOB ADDRESS: i A IN 9T
City: Miami Shores County: Miami Dade Zip: 33 I3g
Folio/Parpel#: f L-3aDro -01,3-6320
Is the Building Historically Designated:Yes 6-0) Flood Zone: p
OWNER:Name(Fee Simple Titleholder): BernAJH N6$e4 Phone#: 30S ZIS-2W 1
Address:112 All; 1o1 5T
City: M(aml -Sh oe6 State: FL Zip: $x/38
Tenant/Lessee Name: N/R Phone#:
Email: N�f}
CONTRACTOR:Company Name:.]�d kome aI I'laAte &Ahab• Phone#: R6*.334101F)
Address:-96" ftbo&hd #1DU 30
city: /FX"I* State: 64 Zip: 30 339
Qualifier Name: ,�ue, 6• Ranlha1 Phone#: -F'S¢ 4004 d88J
State Certification or Registration#: did 046 F 5P Certificate of Competency#:
Contact Phone#: '54 !P?* 0071 Email Address: /14
DESIGNER:Architect/Engineer: Phone#:
Value of Work For this Permit:$ 4I 12�•00 Square/I.inear Footage of Work: /Ot!
Type of Work: ❑Addition IYAlteration ❑New ❑Repair/Replace ❑Demolition
Description of Work: l/1/jJoOr GJ 14jg&W 14P&lomalf
Colon thru tile:
x�xxx�xxx�xuxxxxxxxxx�xnxxxuxxxxxxmmx�xFees�xxx�xx��x�x�xx�xx�xx�x��xxxaxx���xx�mxxxx�x
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$ I
TOTAL FEE NOW DUE$ d
a
Bonding Company's Name(if applicable) 114
Bonding Company's Address
City State zip
Mortgage Lender's Name(if applicable) Ill I p'
Mortgage Lender's Address
City State zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNEWS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the jab site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
weer Agent Contractor
The foregoing instrument was acknowledged before me this—4 The foregoing instrument was acknowledged before me •
��A���
this—
day of 046 ,20 b . G �T-
•�-. Y day of .20��by� ' c�
who is personally known to me o w
P� Y has produced
r who is personally known to me or who has produced
—
L
P Y P
LtPLIC
As ide P'tlkan ; g�oath. as ip �atioI�,�d who did take an oath.
IiN iht�IUSKA MORALES
NOTARY : �� � MY COMMISSION p EE 079392 NOTA �c� MY COMMISSION 9 EE 079312
,. EXPIRES:April 11,2015 x
y, .o E
�� � XPI
'FcrF�o� Banded7hruButlgetPlotaryServices � � RES:Apri191,2095
s r(a `o P Bonded 7hru Budget fdota Services
- ry
Sign:. Sign:
Print:-- (� rmPrint:
My Commission Expires: My Commission Expires: l 11 U15
14
�1► ��015
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
THE HOME DEPOT-AT HOME SERVICES
WINDOW AND DOOR INFORMATION SHEET
JOB# 7234760 Lissen
Location PRODUCT MULTIPLE
Opening Corner PRODUCT APPROVAL REQUIRED OPENING Window Opening WINDOW ARE
Location Zone ACCEPTANCE APPROVED DESIGN PRESSURE Dimension MULLION SHUTTERS
No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED
1 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 39 41 NIA NO
2 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 53 42 N/A NO
3 4 11-1114.06 SGW 60.00 70.00 40.10 143.40 53 42 N/A NO
4 4 11-1114.06 SGW 60.00 1 70.00 40.10 43.40 53 42 N/A NO
SGW=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD=
PATIO SLIDER DOOR/CASE=CASEMENT/ PICT= PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING
r
V 1j
I owl
1 OF 1
WINDOW/ SHUTTER DIAGRAM SHEET
Bertine Linssen
312 NE 101 ST
MIAMI FL
1x Mull "
2 3 4
10' "
9'
1 family room
En ry Door
Mean Roof Height 15' Building width 45'
Roof Slope 3112 Building length 50'
1 OF 1
FLORIDA BUILDING CODE 2010 -ASCE/SEI 7-10 - WIND LOAD TABLES - 170, 176 mph Enclosed
Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D
WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF
170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EXPOSURE D
Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater.
Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees
Positive .Negative Positive Negative Positive Negative Positive Negative Positivel Negative Positive Negative Positive Negative Positive Negative
z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 2. z5
0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 .1 3.4 3 0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 52.8 65.1
16-20 36.8 39.8 49.0 40.2 43:6 53.8 - 0 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52:3 64.6 16-20 46.8 50.7 62.4 51.1 55.4 68.5
21<30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 47.4 51.3. 63.1 51.7 56.1 69.3 21-30 50.2 54.4 66.9 54.8 59.4 73.4
31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 49.8 54.0 66.4 54.4 59.0 72.8 31-40 52.8 57.2 70.4 57.6 62,5 77.1
41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 47,2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 41-50 54.9 59.4 73.1 60.0 65:0 80.2
51-60 46.3 50.2 61.8 50.6 54.9 1 67.8 51-60 49.1 53 5 58.2 71.8 51-60 53.4 1 57.8 1 71.2 58,4 63.3 78.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9
LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY
' SUPLE OTHER COUNTIES EXAMPLE EXAMPLE OTHER COUNTIES EXAMPLE
GENERAL NOTES: Roof stope E N G C O, Inc.
1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING !HURRICANE SHUTTERS WINDOWS AND
DOORS) APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING Engineering Services-CA 8116
CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. lZ
2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON
THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 51 Za I 5595 Orange Drive 201
3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY l Za I DAVIE-FLORIDA 33314
OFFICIALS. I L, sl chi Tel:(954)5 304
4 EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and.other terrain with numerous closely spaced obstruction having the size of single family dwellings. i` I MEQ EIGri�rO� �r E-mail:Eng Loom
O
For building<=30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building>30ft exposure B prevails in the upwind direction for a distance greater �ra9
than 2600 it or 20 times the building height,wichever is greater.Based on the FBG HVHZ,use Exposure C when building is located in Exposure B
5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D
and B do not apply.
6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building AUGqp
height,whichever is greater A2 3 2013
7-BUILDING CONSIDERED ENCLOSED-All glazing shall be Impact resistant glazing or protected with an impact resistant covering. a<=BW X 0.1 or a<=h X 0.4
8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH
9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) BW less or equal than n PEDRO DE 2609 REDO
10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) a must not be less than P
11-TRIBUTARY AREA:10 SOF a=3 feet or a0.04k BW NOT VALIDD W/O/OUT SEAL
12-EDGE STRIP(a):The smaller of 10%of ttfe least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or
3 it
3/6/2012
r
M1AM1- MIAMI-DAD COUNTY,LINTY FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T(786)315--2590 F 786 315-2599
NOTICE OF ACCEPTANCE (NOA www miamidade o r
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 and accepted by Miami—Dade County PERA—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as d sc ' i ed to comply with the Florida Building
e i Velocity Hurricane Zone.
DESCRIPTION: Series"HR-510"White PVC Horizontal Roller Window—L.M.I.
win No.5191 2 title act-resistant",
sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision
stain u e Miami—Dade County Product
ontrol Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant.
e c urer's name or logo, city, state,
model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words' Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA No. 09-0101.07 and consists of this page 1 and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
huol naanr , A NOA No.11-1114.06
�� "'• • .14+� Expiration Date: February 17,2016
'v2 IV Approval Date: February 09,2012
Pa
r
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0901.07)
2. Drawing No. 5191-2,titled"Vinyl Horiz.Roller Window,Impact resistant",sheets 1
through 10 of 10,prepared by PGT Industries,dated 01/18/10,with revision"C",
dated 10/17/11,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94
along with marked-up drawings and installation diagram of HR-510 vinyl horizontal
sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report
No.FTL-5916,dated 06/18/09,signed and sealed by Julio E. Gonzalez,P.E.
(Submitted under NOA No. 09-0901.07)
C. CALCULATIONS•
1. Anchor Calculations, and structural analysis, complying.with FBC 2007, prepared by
manufacturer,dated 08/20/09,signed and sealed by Robert L. Clark,P.E.
(Submitted under NOA No. 09-0901.07)
2. Glazing complies with ASTM E1300-02/04.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009
supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller,P.E.
1
Jaime D.Gascon,-P.-E.
Product Control Section Supervisor
NOA No. 11-1114.06
Expiration Date: February 17,2016
Approval Date: February 09,2012
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P.E.
4. Statement letter of conformance, dated 08/20/09,signed by Robert L. Clark,P. E.
(Submitted under NOA No. 09-0901.07)
5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert
L. Clark,P.E.
(Submitted under NOA No. 09-0901.07)
6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration
Testing Laboratory,Inc., dated 06/18/09,signed and sealed by Julio E. Gonzalez,P.E.
(Submitted under NOA No. 09-0901.07)
G. OTHERS
1. Notice of Acceptance No. 09-0901..07, issued to PGT Industries, Inc. for their Series
HR-510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and
expiring on 02/17/2015.
Jaime D.Gascon, .E.
Product Control Section supervisor
NOA No.11-1114.06
Expiration Date: February 17,2016
Approval Date: February 09,2012
E--2
®IMPACT-RESISTANT HORIZONTAL ROLLER r 2 6/8'MAX TYP• 4'O.a MAX TYR 2114'MA ' I-- ® Design Pnmure Rebg ung amine
TYPI
BOX FRAME AND INTEGRAL FIN WINDOWS 1 +60PTOPSF � a
+1301-70PSF -
GENERAL NOTES:
1.GLAZING OPTIONS:
A 7/8"IG-5/18"HM-SOP 4-7/18°-AOR+1/8'A CAP
43.7/8°IG 48118"H/H-$GP+7/18•-AIR+WTCAP
2 CONFIGURATIONS:XO AND OX O / o NOA DRAWING TABLE OF CONTENTS
DESIGN PRESSURES:+60/70 PSF / / SHEET
3.
(ALL GLA98 TYPES LISTED) � � � �` GENERAL NOTES......_._p.�_...._.._._.1
A NEGATIVE DESIGN LOADS BASED ON TESTED P URE ELEVATIONS...._.......„.„„..........„„.,......1
GLAZING DETAILS......_..................._....2.9
B.POSITIVE DESIGN LOADS BASED ON WATER TEST dd SECTIONS,I.F.FRAME............................4
PRESSURE AND GLASS TABLES ASTM E 1300-02. SECTIONS,BOX FRAME..FRAME--.----8
° PARTS LIST_. ._ ____.®..8
EXTRUSIONS _......
. .........»........... ..............7
4.SHUTTERS ARE NOT REQUIRED. ANCHORAGE SPACING,BOX FRAME...8
5-ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS X Q ANCHORAGE DETAILS,BOX FRAME.-8
SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE — — ANCHORAGE DETAILS,I.F.FRAME 10
SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 331/3%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TM e
PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL •32 3/4 VENT DLO WIDTH 32 9/18 FDMD DLO WIDTH
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR INTEGRAL FIN
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 73°MAX MAX,SIZE 73"X 62”
BUILDING CODE.APPROVED ANCHORS:1,#10 STEEL SCREW(GS) 781/4"FRAME O.D.
2,311(r ELCO ULTRACON.
8,REFERENCES.TEST REPORTS FTL-5918;ELCO TEXTRON NOA 73°MAX.
07.0425.01;ANSUAF&PA;NDS-2005 FOR WOOD CONSTRUCTION; 32 9/18 FD(ED DLO WIDTH
ADM-2008 ALUMINUM DESIGN MANUAL 32 3/4 VENT DLO WIDTH
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY
WITH THE REAUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), -
8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT
FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. pOp
9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE O
AND FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEGY ° PRODITCf RBtrISBp
FOR WATER RESISTANCE OF INSTALLATION SHALL BEFlorida
DONE BY OTHERS. No 1dQ
10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE i
c ZD
SOUTHERN PINE,AND CONCRETE MASONRY UNITS I
COMPLYING WITH ASTM C-90.
ra m
-'l X O Onu1II
8112"MAX `\��o�y WYN..Mj 44$pp�'��
81/4°
BOX FRAME = _
43!4" 15'MAX O.C.�+— r�g70g
SEE SHEET 7 FOR 8112°Max MAX.SIZE 77 X 62" �=
ANCHOR REQUIREMENTS — . :
Q. 0 :iu;
J i 9Q/47/14 B FBCZOfOCODECHANGE %�� slA � r 2:
J. 04HeF10 a Added DP d box frame, true above ' e`FO61 EATIONS&ANCHORAGE :0,��
_ na1� PO.aQX 16� Hork.Roper'Window,Im�d tmt '�irSS1114ON�A�4
.LFI: 02N1y08 NOxOAeTa,FL 80774 ����®®® #mlo NT$ 1 -10 51812 a A Lr ILCER,P.E.
® 7/8"OVERALL GLASS NOMINAL
8"LAMI GLASS NOMINAL
Ili"HEAT STRENGTHENED GLASS
7118'AIRSPACE
090 DLWONT
1f8"ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
HEAT STRENGTHENED GLASS
lfr NOM.
GLASS BITE
32
0
37 28
29
IXTERtOR
pRowicr
2 °tla °
Bwwftcoft
OPTIONAL
FLANGE
n�atp aPm aattbmml •
71W LAW I.G.GLAZING DETAIL ��.�o��ILYNIV
WITH 5/16"LAMI GLASS AND 1/8"CAP
N0.58705 *'
J.J.? 90H7H1 NO CHAWE THIS SHEET p 'S TAW"
Ir �� GL4Z/NG DETAILS-BOX OR FLANGE FRAME �`' ..,qvP.•' ���`
J. 01/18110 A CftWd ghm make upoftiJtle. Noxam s Pi stagema �'�F G.`
P-0. ,� Wh HO Roder Window,Imp,act-mslsbnt �''SSIl!O����IV��I��.��E
amoweeMgmadlro/b. A.I I M�LFR Pm
J.R. o f Oe°� NOKOld19,FL842f4 xrmfo 9:9 2 m 10 6189-2 l9 P.Psee7oe
® 70 OVERALL
GLASS NOMINAL
6/18°LAM]GLASS
NOMINAL
WHEAT STRENGTHENED GLASS
7/18"ARMACE
A O DLIPON7 - =.-
lir ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
11W HEAT STRENGTHENED GUM
ire NOM.
ZS GLASS SITE
32 39
37 28
28
EXTERIOR
35
IF—IF
IE
Pltov=RBVBBD
esoantplyingMiLBroFl�lda
OPTIONAL Duxptmcallo .p
FLANGE
M
ill fit,
7/8"LAME I.G.GLAZING DETAIL .�` '�.
WITH 5/16"LAMI GLASS AND 1/8"CAP
`* No.58705 *'
o :�'•. aGo 11 •��
J.'
1H7H1 a AIOOHANQLc TN13 SNEE7 �ororEawo>ori cave GLAZING DETAIL S-INTEGRAL P/N FRAME ;�,c�'• sr�:'t��
J. 01M8/70 Aa., ChwtWghm make w,dmwhy We. a '� Vinyl Ho&Roller Window,im a_ct rwftw# �117,SIONAL V
e. 1 5191-2 A L4 PeX —
J.R 08/11/09
19 18 13
SEE NOTE I 1
14 SEE NOTE 4 DETAIL D
sEE NOTE 1 15 18 HEAD SECTION
NC'l
1 -
SEE NOTE 3
0
29 29
EXTERIOR 11
SEE NOTE 2
4 5 29 21
22
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.#0 x 112 FL SMS,LOCATED AT 4112°
FROM EACH END AND AT 10'0.C.
2.08 x 3M FL SMS,LOCATED AT 4 lir
FROM EACH END AND AT 16°O.C. 1
3.66 x V2 FL SMS,LOCATED AT 4 IW SEE NOTE 21
FROM EACH END.
�JT
4.CAM LOCKS: 29 22
MATT EACH END
PRODUCT REVISED
5.NEEPIiOLES ARE VX 3116°.SEE Bm1�Code
SHEET I FOR LOCATIONS. WELD AmpMa M �
ffA
1 SEE NOTE 6 rtO
10
DETAIL E
uiuiu
SILL SECTION N
HOT WELD CORNER ASSEMBLY
(INTEGRAL FIN) No.58705 *'
sOF
B NO CHAIdQE THIS SHEET 0p°�0P :�0,�'• TA Ott,,
,�O CROSS SECTIONS-INTEGRAL FIN �C •' �.�
Of/18f90 A No Ottssheet nroWKNOFLsears +� '�F ...... G
vaegx�sm
Whid Ht»$Roller Window I aeslsWd iiOI�N'A1t.
eme sa ope d ame A LYNN'IdI1.l% P.E.
�d.R 81?ro9 woxoeae FL3aa�a rwero 9.2 4 m 10 5191-2 8 pE.#88%
18 13
SEE NOTE 1 18 2
14 SEE NOTE DETAIL D
SEE NOTE I 15 18 HEAD SECTION
2 2 ,.
EXTERIOR SEE NOTE 3 -
28 29
19
EXTERIOR
SEE NOTE 2
4 5 29 21
22
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
EXTERIOR
NOTES:
1.06 x 111 FL SMS,LOCATED AT 4 712°
FROM EACH END AND AT W O.C. TT
2.#0 x 3/6 FL SMS,LOCATED AT 4 IPP
FROM EACH END AND AT 16a O.C. 2
3.#6 x 112 FL SMS,LOCATED AT 4 Ill SEE NOTE 21
FROM EACH END.
4.CAM LOCKS: 29 22
(2)AT T'EACH END HOT
PR6DUC1'&SoASBD
6.WEEPHOLESARE VXSM6°.SEE � ����
SHEET I FOR LOCATIONS. 2 Amial a N. •rsx f�}.O
SEE NOTE 6 Fada� ��
10
DETAIL E
SILL SECTION \\��`ONI LYNN
V.CENSE''• "•Q
HOT WELD CORNER ASSEMBLY
(BOX FRAME) 2 =* No.66705
J. 90/77/11 NO CHANGE THIS SHEET urwd� 0':� kOFII
u,u, c�vs CROSS SECTIONS-BOX FRAME ;.<• '
J.R 09/16H0 A No s the shesL NOWC�f18 FL 96 DR F •.!°lc '�j��.
vin 1 Hodz RollerWtndaw IED act resistant '''ss/,,O''rrNA � `•
Waramw Soda ere uw�yr. �+ P.L14A lel¢GER,P.E.
�R�f2/a 01 Nolm�s. spa fmlo 1:2 B 90 69812 8 P.Er8BT06
® ITEM DWG NO. PART S DESCRIPTION QTY
1 8168 BMW FRAMHHrAD,BILL AND JAMSS(FN ONLY) 4
2 8166 80169 FRAM FBkD,SLL ANDJANBS(BOX ONLY) 4 21
4 8162 65182 FO(EDMEETNGRAL 1 13
6 6123 65123 FA037MLEEMRAL-ALUMBJWAFBW. 1
6 70XMFPAW 6xI"FHTEOH(GAM LOCK KEM" 4 29 /
67WM2PFABX SCL 8M WP FPTYPEAB(FA(M W" 4 -
9 7IMSP 330026AL.UMSC36NSlPPORTPLATES 2
10 6136 65138 ROLLERMCK 1
11 6138 66138 ANnLEFT 2 18
12 7103OW MTAU A7ON HME PLU13S(BOX ONLY) VARIES
13 6108 86108 Sam NTEFLOCK PAL 1
14 8114 65114 NTEMOC(RAL-AU AI=FiW. 1
16 76206QAW CAMSVVEEPLOCCS 2 1 f/`•/
18 76133MAV CAMSWE:PLOCK2 O
17 1644 61644W VYSW..187 x.270 FN GM 1 21 11
18 6137 68137 SASHSEREW4L 1
19 8114 68114 SDEPAL-ALlAdA4l80I O F. 1
20 1844 BMW WSTP..187x.VOFNSFAL. 1 p
21 '6108 .66106 SASH70P&BOTTOMRAL 2
22 5114 65114 TOP&BOTTOM RAL-ALUNDWIMF. 2
23 1144 61644W VXM..187x.270FNSEAL 2
24 718.1 42112HO LMLERL MNG 2 24
25 78WH 2 B*M MEELS 4
28. 7812PIN Bx1f2FHPKL#2PTSM VAPM
27 783M W 7 x 3M FHPHL i4PTSIMS VARES 25
28A BS AW18 7118°SUPER-SPACER
28B SSWNi M 3W SWER SPACER
29A 6112 65112 GLAZWOBEAq 1-LRE
7B°LAM Ia GLASM lff TES 4
32A OUTBOARD-A03SPACE-1B°AMEMM-.090 -
M NT95.AYM-V8°ANNEAL®(SHB°l.Hlll�
7W LAMB La OLASS:1f8°ANNEAL®
328 OUIBOARD-A0i8PACE•11WANW*VM-.090 -
M WMILAYM-1f8°ANNFALW(BH 0'LAW
34 SCFM 1
36 V4EEPOOVM 4
37 GEETTM BLOCK
PRODUCT RBYiSBD
39 SLOOMDMV1109 0w gAyN5w8bthe Plod&
IAcePxwce NO ' �4
10 "
LYNN35
No 70
ram amber ��3 eT%TE�rOFt '
r.J 10117111 E3 NO CH4NWGETHIS SHEET BOM&EXPLODED WEW n' ., 2
15� .e f P '��.
J.R. /1W A Rwwvsd3W enol ftmDOM. tOMMScLoov :,'�.s., la....
P.O.egx,52s Wh l Hork Roller Wk dove Im -7T3s/stgnt •
NUK061�,FL34274 0MUM } 8 10 �� 81812 $ �fP61EP.E.
JA
R 08H2�8
REMOVEABLE AL41i FIN
REMOVE-
ABLE 1
1.647
FLANGE
.070 •-- ' -
1260 .083
080 0� 1.440 •005 L �.174 Obi
Q 1.410
4.000
FIXED MEETING RAIL
FIXED MEETING RAIL REINFORCEMENT
Doe
o� ODWG#5102 DWG#5123 SASH INTERLOCK RAIL
RIGID PVC O Al 6005-T6 DWG#5105
13 RIGID PVC
1.647
•mLi 1.160
.686 I+
3.= I
I.F.FRAME
10 DWG#5116 .870oso
RIGID PVC 1.1eo •0� � .0e6
06o Q I 1122
L
SASH INTERLOCK RAIL
REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL
2.376 DWG#5114 �8 DWG#65137 21 DWG#65106
14 19 22 Al 6063-T6 RIGID PVC RIGID PVC61IRinswu aw
�utt,morlm
.� xt4o "' �.01.3�.080 adeNm uott
.210 .660
X11111/
3260 036 �� Ny LYNN
'�: canis ••.�
BOX FRAME �':• �` s '�
O DWG#5189 I.G.BEAD ROLLER TRACK/ANTI LIFT =*' W..68705
RIGID PVC DWG#5112 10 DWG#5138
® DUAL PVC O RIGID PVC
a.alme :�O`• sra of� �tv�:
1OH7H1NO CHANGE 7tNS SHEET EXTRUSION CROSS SECTIONS %' ''.,RomoP.• G�=�
_ 9070713:hU40L08N Oi8VE
El�.ry
Added to aA exauslons removed N re onWh Hork Roller VWWow,Im -reaMmtKORO FL 34274 aermeeec ma a nmven wa A.L`m MILLER KE
J. Tl8 Frrls4o 1:1 7 a 10 6191-2 8 PEs88T06
HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN
PRESSURES OF+60/-70 PSF OR LESS ANCHORAGE NOTES FOR BOX FRAME: •
WINDOW HEIGHT(in) 01.ANCHOR :1-3M"ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES)
24 30 1 38 1 42 1 48 1 54 1 80 1 83 2-010 SMSCREWS,GRADES(FOR METAL AND WOOD SUBSTRATES)
WINDOW ANCHOR MINIMUM EDGE DISTANCE OF 318°.
WIDTH On) LOCATION OF ANCHORS REQUIRED(TYPE 1 OR 2) 2 ANCHOR LOCATIONS ARE BASED ON THE ,
FOLLOWIING DIMENSIONS,
Head and Sill 2 2 2 2 2 2 2 2 60 MAX FROM ALL CORNERS
24 JAMBS-18.3128°MAX.O.C.
Jamb 2 3 3 3 4 4 5 5 HEADISILL-15a MAX O.C.
Head and SIII 3 3 3 3 3 3 3 g 3.INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTMES USING THE DIMENSIONAL CRITEWA OF
36 NOTE 2.
Jamb 2 3 3 3 4 4 5 5
4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE.
42 1 5
5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10.
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
48
Jamb 2 3 3 3 4 4 5 5
Head and Sill 4 4 4 4 4 4 4 4
Jamb 2 3 3 3 4 4 5 5
Head and Sill 5 5 5 5 5 5 5 5
60
Jamb 2 3 3 3 4 4 5 5
Head and Sill 5 5 5 5 5 5 5 5
68
Jamb 2 3 3 3 4 4 5 5
Head and Sill 5 5, 5 5 5 5 6 6
72 No • �.(�
Jamb 2 3 3 3 4 4 5 5 /
Head and SUI 5 5 5 5 5 5 6 6
73
Jamb 2 3 3 3 4 4 5 5 n n u
`��•��Op1Y LYNN
No.58705 *'
NOTE FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED SIZE -D l
J.J 0/17/11 NO CHANGE 77'18 SHEET =gyp'• sTA OF
ANCHOR CHARTS .c�''•. '
J. 01/1 0 A AddededdXW81enehorBNomtetlon 1Wno aezrs m� %,��S•.FtomoP.•�G`�.
P.o. ,sae vww Vln Horiz Roger Mndow,1m -reams S/ONA1 E�••
By [F�xmrtvaoaea sow taus oau9orea ae �AI�Ab�PF.
JJL oma Noxoome,asaars rws10
NTS 8 10 5181-2 8 PEA am
#10 SCREW,SEE #10 SCREW,SEE
1318°MIN. SHEET 8 FOR SPACING SHEET 8 FOR SPACING •
I W MAX.SHIM00-►I
+,3�iMIN.
U4"
REMOVEABLE MAX
FLANGE X „SHIM
SHIM '
O 0 SCREW,SEE I I ar MIN, NOTE:INSTALLATION
SHEET 8 FOR SPACING Nrkl Ij REMOVEABLE o_� TO THE SUBSTRATE
FLANGE OF 1x OR 2x WOOD
REMOVEABLE FLANGEJ BUCKS TO BE
ENGINEERED BY
JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
13W MIN APPROVED MASONRY 3.6 KSI MIN.CONCRETE APPROVED MASONRY
ANCHOR,SEE SHEETS.. QR 18 ISI Nmv'cMU' ANCHOR,SEE SHEET 8
1/4"MAX.SHIM—►I I•— :' FOR SPACING I... ° . '° a •.'•': FOR SPACING
13V MIN.
.s
714•
MAX
n s•• REMOVEABLE 114•"T �3HIM
U FLANGE
MAX.
•d SHIM
+:a 'F
..•.b. REMOVEABLE
:. ,.�..
FLANGE . .'• .•,::. w.,
:: •:::.:i ... ..`!."v:", 13W MIN.
REMOVEABLE FLANGE �'!;':!'•'''�''!' :a'
3.6 KSI MIN.CONCRETE APPROVED MASONRY ,• o a,: , r ..
OR 1.5 K81 MIN.CMU ANCHOR,SEE SHEET 8 3.8 KSI MIN CISISICRETE
FOR SPACING OR 1.6 K81 MIN.CMU
JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME MODUCTIOVEW
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
lx BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL
0
NOTES: ny
1.FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 3M8"ULTRACON,EMBEDED 131V MIN.,DISTANCE FROM ANCHOR Mid
TO CONCRETE EDGE IS 1"MINIMUM.
2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318"MIN..
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 ire THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD pN�LYNN
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. `�� .4• OF NSF'•;�P '��
4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 60WT5 AND A MINIMUM OF 118"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 No,56706
BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE _ =
SPACING FOR ULTRACONS MAY BE USED.
-a' tt .,]I��' Buz'
"� • sratE o1- ��r�
JJ 90»H1 a n►o cwwG>:THIS SHEET www VMS 1�TECHNOLOGY 0 I STAU ATION DETAILS-BOX/FLANGE FRAME %�.c�'•. ORIOP.'
Pa.BQX,6� Vin Iloriz Roller Window !m ct-reslstant ''�sS/ONA� �r
Ja Of/le/folA No dlan Its ah"t NOxO?M%FLS4M �i F
o� .40.s� - lu °pac a��r�rlf�L4.�d.P.E.
Jai pg/ty� fmto 12 9 d 10 6191-2 B PEa6sw6
1/4°MAX.SHIM—►! h— �
11W(.131')DIA.x 21/2°NAIL,
SEE SHEET 1
® FOR SPACING
1
REMOVEABLE.557 FLANGE MAX. NOTE:INSTALLATION
SHIM TO THE SUBSTRATE
OF 1x OR2x WOOD
BUCKS TO BE
ENGINEERED BY
1/3'(.1311 DIA.x 2 U2°NAIL, OTHERS
REMOVEABLE ®SEE SHEET 1 FOR SPACING
JAMB W/NAIL FIN HEAD W/NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
va'
Max
REMOVEABLE SHIM
FLANGE
1/8'(.131'DUL x 21/2'NAIL, Q T
®SEE SHEET 1 FOR SPACING
SILL W/NAIL FIN PRODUCTREVI38D
THRU NAIL FIN INTO WOOD FRAMING 4��
�nuumaoam
NOTES:®
I. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE IV(.1317 DIA x 2117 NAIL
2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112°.1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/Y THICK OR
GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR A3 APPROVED BY AUTHORITY HAVINGJURII DICTION.
\` ON1 LYNN
3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/5°THICK.THE �� ��.'acENSF'• p '��
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN *r
THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A 910 SHEET METAL SCREW NTH FULL ENGAGEMENT INTO THE ALUMINUM, =* No.56705
IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. =
J.J 10/17/11 �B NO CHANGE THIS SHEET STATE OF �!!:
mmw. ,ororEcrwo�oaroavE INSTA!lATIt7N DEfAIlS-INT FIN FRAME O,� •..FCOR\OP.r'
J.R. 01/1fl/iQ A Corrected nom! to 21/2°added da to deo/maL Noma�Lxrra '� �` .. f�.
P.o.er�nazs V Horiz RollerF„W/nd°w'Im ed res�tant -'//;, ONA�\
J.R.OWWO Noxanos�3arra rera,o 12 10 a 10 5191-2 g a� di )aPe
7.8.6 X706
MiA►Mt•DAIDE MIAhII--DARE COUNTY,FLORIDA
0 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wwv.miamidede.gov/economy
PGT Industries,Inc. ;
1070 Technology Drive
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code:
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact--Resistant Aluminum Tube Mullions",
sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and
dated 10/15/13 by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision
Section stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 11-0922.01 mud consists of this page 1 and evidence pages E- 1 and B-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
NOA No.13-0815.05
=NAM•Dein CourtrY � Expiration Date: May 26,2016
Approval Date: October 31,2013
Page 1
'I
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(SubmUted under previous NOA No. 10—0819 05)
2. Drawing No. 6300JR, titled"Impact—Resistant Aluminum Tube Mullions", sheets 01
through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed,
seated and dated 10/15/13 by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6143
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11,'-all
signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 11-0922.01)
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and complying with the
FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E.
2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration
Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 11-0922.01)
Janne A Gasco ,P.E.
Product Control Section Supervisor
NOA No. 13-0815,05
Expiration Date: Ma 26 2016
p Y �
Approval Date: October 31,2013
E--1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(coN ppm)
3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration
Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P. E.
(Submitted under previous NDA No. 11-0922.01)
4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq I. Chanda,P.E.,Product Control Examiner.
(Subrnft#ed under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their"PGT
Series Aluminum Clipped Mullion--L.M,I.",approved on 12/08/11 and expiring on
05/26/16.
Jaime D.Gasc n,P.F.
Product Control Section Supervisor
NOA No.13-0815.05
Expiration Date: May 26,2016
Approval Date: October 31,2013
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON-IMPACT OR LARGE AND SMALL GENERAL NOTES:
MISSILE IMPACT-RESISTANT PRODUCTS 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 GE" NOTES-----1 •[Q
ANCHORED
BY AN EXPERIENCED INSTALLER INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUIF USED, 1 d
FIGURE 1: MUST BE ANCHORPROPERLY TO TRANSFER LOADS ANDARE TO BE DESIGNED BY OTHERS. ELEVATIONS....._...»..._..„.•_._....1 pY Q
MULL TWOOD-OS_._._.._..„........2 S
MULTIPLE �emNawmTHFmtVEand � � MULLaMULL ARCHTDML TOO IX&MMfA30NRY.„„...._.„2
MULLIONS / SEE DEIAI SS INSCRIBED wslo6 2)THE TYPE AND NUMBER OF ANCHORS I3 CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS.MULLIONS INSTALLATION NOTES..„_„„._.2 � d
A-D,G H,* RECTAN6lp Afi HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION .._...........
ON CLIPS,BUT SHALL MULL TO MASONRY_. _3
_ $HEM 23 SHAPE NOT HAVE A GAP OF MORE THAN IW FROM THE CUP. MULL TO STEEL STUD..._........_.3
MULL TOMULL_..._.—_—_3 � a
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIdOLOAD3 CORRESPONDING TO THE REQUIRED ACTHRNATATE CLIeB-...„.......,„d
i i ��HH ��♦ DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U`180.THE 113 STRESS INCREASE WAS NOT USED BAY MULL mTAuAnoIL_. -4 O O
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREM. 1 X 2 x.12s Muu-WECS--6 ?
IIHII-I!I\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 O MILL SCS._.—T O
� 1 X 2.76X.378 MIAL SPDCS......,_.7
SES
DETA0.8 ) INSTRUCTIONS. llx2.76%.S5MULLSPEC3_„..„....e Z ~
ATHRUG; sEEOEraas tu IS
IX4Ux 123WILLwu�sPEp -to Q c
8)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TD DETERMINE PRE93URE8 AND 1 X 4 X AM TIME MULL SPECS.._11 F- F
$HEM 23 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UMTS,CONSIDER 1 X4X ZM T MULL SPECS._.”1l
III II oPe ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.26 X 1188 X 286 MULL SPECS-12
HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS 3HALLAPPLY. 2 X 4 X 25 MULL SPECS........._.-13 Z
p� FOR 2 X 6 X 25 MULL SPECS..._14 0 O
LENGTH HO S126 X 211 X.126 MULL SPEDB...16 g Q
WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 3MX 326 BAY MULL SPECS.._._.18 ( Q
BEE TAIL E. 4W X MULUO &CLIPMULL MENS S.._._17 ',� N r
SHEMT3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD SLICKS BY OTHERS,MUST MULLION&CUP DIMENgMIG_.,.,18-20 r r
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES 1&2 .„ 21 Q
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING F O
REACTIONS. Ill Z �
FENESTRATION
BEOP SME. 8)REFERENCE:TEST REPORTS:FTL41443;ELCO ULTRACOMAGGIRE-GATOR NOA'S;ANSVAF&PA NDS FOR WOOD CONSTRUCTION; N
MUST BE ADM-ALUMINUM DESIGN MANUAL
/ MANUFACTURED F
BY POT. S)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING U O Q O
-- CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 2 ill YA
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVAL3. _� b
1 HORMONTAL 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
III------ MULL
SHEETS 2-3
LENGTH HORIZONTAL
MULL INSTRUCTIONS:
LENGTH
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT"WP FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF TIE FENESTRATION PRODUCT'S FRAME DEPTH.
3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING 15 RECTANGULAR'OR"TRUINGULAWMAPEZOIDAV.
ADDITIONAL EXAMPLES OF MULLCONFIGURATION3: PRODUCT RB
4)FIND THE CHOSEN MULLION'S MULLION CAPACITY O.BWM FROM TABLES 1A THROUGH 13A,ON SHEETS 6 THROUGH 17 as o=plyhT wlih Tho North
�
MII/LL P�lING wtDtH )~-HORM M=UMTH� RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION 13 SPANNING !R�68L
1
LENGTH I” �I VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY(LBS/M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE �No -REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN STEP 1).
HMWT 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPAGTY REQUIRED.TMS
PDR VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL
T d d H0RM d d d MULL MULLION CAPACITY. umlv
LENGTH 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �%� pN...........l�(���i
IL JI ANCHOWSUBSTRATEfANCHOR-CLIPPATTERNMAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED &�:11GENS '•.N iii
- LEN
ANCHOR CAPACITY IS MET.
SINGLE MULLION SINGLE MULLION �T VERnO M uL 7)IF THE MULLION CAPACITY(LB31FT9 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT O.B8JFM =* N0.68705
orErmNG W mx FOR THE OPENING,YOU MAY 113E THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY -
FORVERTicAt REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
'1SEECORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE S)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINALO l�(OR10P•�•(���
LION CAPACITY(LBS/F P)APACITY(LBS/F Pi OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIREMULLED �`S''•..,,,,,.
FENESTRATION
HIGHLIGHOPTIOUS D ANDABLVALUES USED IN A SPECIFIC APPLICATION WHEN USING TMS NOA TO APPLY FOR A PERMIT. 77771 l i ONA\-����
A.LQ a&,Pr--
FL
.EFL P.E.#58705
DETAIL A: DETAIL B: d,
MULLION TO 2X WOOD BUCK MHAiHarl MULLION ATTACHED TO 1X BUCKSTRP TYP.ANCHOR s
,�ATTACHMENT SMSEETABM18-10B �+
OR WOOD FRAMING WOOD BUCK AND MASONRY` AND PER SUBSTRATE, oY
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS,
SEE NOTE 1.
I
SDToCRTHAFOALrFSrITNPRHADMEMLAfHTLA1RETMYTDHD1uH O�uD - a-n.aas a I 11II'I ° MUEELLSIIXHEETS ' a° 6H I' SHEET L
MIN 2T Iisl
'•'A• ' ' • 1&1� O
2FORNOLE DISTANCE, 3
LOCATIONS SEESEETAMAS
H EDOECBANCEROSE
DSTANCE ��0�
FORWOOD ANCHORS
SCREWS °4 SIDE VIEW20x ]gW
a N(—yFQ-
Z
ALL MULLIONS 4.: - ° O
a ° ° - ° ' MTZ
<• STATANDAIM 5
° ° ° r•/� a. '°:a a 4' .. OFFSET MULL ? U
n 6 °� If a CUP MAY BE
4. EXTERIOR ° ° °. ' S��OO. I T/} Z
EDGE Q — • co
-
a a .°.,. n O18TA ua °,
a a•° ARMORSZ
MASONRY a O
0 g
EXTERIOR
V Z a O
a
TYP.AIS' TYP.ANCHOR —
11
TYMAN � �T��03 SEH TAKES 1- SUBSTRAOB
MJWSEE TABLES 18-108 SOGWEND
DISTANCE SICC9TR�
SEETABLES AND
SICI6RTRIP I&108 •..:°.r��.;.•>�- r;';.t; ACHMENT
BY OTHERS.
A� •., •" SEENOTE I.
ATTACHMENT •°•�`
.°: ', i BYOTHER9 .i• �'• •q' �.,. . .••.: ' SEET 1.
;+.� -' BEE NOTR t. ..�.• .. .
�'q_,•' i' MIN 27 KS CONCiETeORCMU
. ,.... FRONT VIEW PRODUCTRSVISBD
SIDE VIEW esoomPlyb
FRONT VIEW > L3+�
i
INSTALLATION NOTES:
�1iorolDado UCTC1N8T0
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SRE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ���� V LYNN
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE
ITY
CORRECT QUANTAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE :
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. * No.68705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HOWM OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET S. O l o 15;)3
%�Q•'• STTA •�I:
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MW&DADE COUNTY APPROVED ��'(•'•:F(O..... '• j��:
ELCO ULTRACON OR ELOO IW S.S.AGGREGATOR MASONRY ANCHORS. P.E.
FL RES 688)6
DETAIL E:
DETAIL C. 1�MH MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO Mp1iON INTERSECTION(U CLQ I klt! Q
MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE'OR'CROSV o
(STANDARD CLIP SHOWN) INTERSECTIONS. � o
VARIES _ Y
MAY BE INSTALLED HORIZONTALLY
I L "j,HCR (SHOWN)OR VERTICALLY.
EMNER THE I
I TYP.AN STRA
STANDARD I SEE r oB 3)SEE U-CUP DRAWINGS,SHEETS 18.20 a a
OFFSMULL I I TOP VIEW FOR CORRESPONDING MULLION. � " Ill-{
ZTAELLEDBY II I IQe EDGE DISTANCE MUuroN pFORMASONRY
W
7108 MEIHOD. I I I'1®® < ANCHORS VARIES-r--{ 3 (=j�
012STEEt f% T
NOORPRE-0RILL K
a" ` MUlll LIAND USE SMS
W
EXTERIOR e" s MULLION Z m
40
EIX3E M8TANCE ^�.° � 5 F ffi,
FOR MASONRY ,`
ANCHS `,o LUP�ECiION O
° a �1 Z Z
TYP.ANGEXTERIOR••d .
i r /,-•pBEERE TsAuBBLBErSRn18rE.1,0
8 BY OTQHTERRSP. 4 G °. '.
a; TVEPR.SAUNBpS1T0RRATE. SEE SHESETEE8T18A.B20LEFSO
R
ZQrZ-
aa
A
SIM I. HOLE
LOCATIONS
TFRONT VIEW EDGE
/ ABD
E g. .L 18108
SHEET 1. 0
MONUKMCONCRETEORX1 M822ra IONCREEoRaw1a1SIDE VIEW 4.y
.p�
FRONT VIEW ° SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES STRumm
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP•ANCHOR
a PER SUBSTRATE,
SEE TABLES 1e408
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a T RODUCI RBVIS®
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEES FOR
® re wmQlyfBB tvIt431ro FlorldD
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER To THE TABLES ON THE �` HOLE ButMinB Cuda _ ��
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �. LOCATIONS A MttCO o 1fe
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ` Kulo 7
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® ® �DO&PmduetCwuo
15111111/!
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MW"ADE COUNTY APPROVED EDBE ♦♦
ELCO ULTRACON OR ELCO IW B.S.AGGREGATOR MASONRY ANCHIOR& - DISTANCE `♦♦ Or1�,,,, M/�
FOR STEEL STUDS THMNER THAN SEETABLES `. •��
FRONT VIEW lsvaAND coMPLwNrwrrHTHE FLawLoulo iB1� Qat•U F
• (� ATTACHMENT SYOTHERS.M{IS7'118ED. *r• No.58705 '
EXTERIOR USEWOODANCHORSPECS
SIDE VIEW
NOTES: Ck
1)FOR 2X WOOD•SACKED STEEL STNS,WOOD %�0•'• S�5 -•�4�:
ANCHOR VALUES MAY BE USED. '•.,�20RIDPi.
.
2)SEE CORRESPONDING MULLION TABLES, �4FS �ONAI.���♦♦
i S
SHEETS 8.17,FOR QUANTITY OF SCREWS. A,LykAlMI 1aiR,P.E.
FL P.E.#68706
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CUP ANGLE MULLION CUP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SHEET92AND 3 FORDB3TALLATXBi W OMB`
TOSPEMOSUBSTRATES. BAY MULL
O p Z w
0 0 0 0 1[
0 0 0 0 0 _
O O TOP VIEW
SIDE VIEW I m U y
SHOWN WITH rxcx.12V I TOP VIEW 1 I i N Lu
M
TVP. R F
SUBSTRATE,
EXTERIOR 1 i i SEE TABLES 12DOR10 Z 7 U
STANDAROMULUONCUP I I SUBSTAMRRAATE, I EXTERIOR. Z
MDOB OTOFlT FfflO I SMTABLESIS•118 J�
I 1 1 1 YXWANMCLP. Z Q LZ1
1 I I 2 PERWAIMEND,MUSTBE
MULLIONj I 1 MISTALLEDWMEWBAYMULL.
I CD
1 m
2XWX.IW F-
II I
ANGLE CUP. Q
2 PER MULLION END.KWOSOWAM
2
1 1WSW OF MULL O
TYP.ANOM
&1pTRAT&
SESTA XES 18.100
PRO WOE.
STEEL.ALUM
D1T0WOOD,STEEL. STANDAROCLPTOBE EXTERIOR ORMASONRY EVERWR
AUN.CMUORMASOiRY fimmm OBOFPLD.
EZTO MOoo
D=
iswFIodda
na
® AM
WTOWOCO.STEEL. I 07.6
® ® ALUM.MORMASONRY J.EE O _
DISTANCE NII2mI doPmductCaBTo
PER
ANCHOR
EDGE
p� q p O NOTES FOR INSTALLATION OPTION O&H 4YNN
NOTES FOR INSTALLATION OPTIONS P• 1)USE 2 ANGLE CUPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ` ��; �\GENSF''•.`'Q ��
2)DETAIL G:SEE TABLES 1B•11S FOR ANCHOR QUANTITIES AND SHEETS 13.20 FOR HOLE
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 123'X 211'X.928•MULLION. LOCATIONS
2)SEE TABLES 10-IOB FOR ANCHOR QUANTITIES AND SHEETS 1380 FOR HOLE LOCATIONS.
3)DETAIL H.SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR 'b ' 10)S)
3)THE 2X3 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. STATE OF
'� ••.�CORIOP��j���
M�14drvp\.E.
FL P.E#68705
f "
TABLE 8A
MuMon Capacity Table(Ib60) r
OpeningWldth(tornerIJcallyspamMnufflons)orOpening Helght(for bDrftm *spalrirgmWona)
a
6010 80N 70N WN so in 100N 10N 14 1. ISO I, p
fNa ffoLftr Twrfty. Tm9rmmly. tteMart(piar Tr 01fitz" WeAeftTrepRdavg RmfeeBWar T NG. INaerrygdar neA'1dan8• Reotefl0efm Trepfafan9• aeetengukr Treprfilmg. art9m80iar 11189 date• I Ic
4-x4x.IW L Loaft L-Av � Loaft leaft Lmdn9 LaeHfpO teedn9 Lou•n9 LoaM9 dtg Lomft Loft LosLoaft Loaft Losew waft �
Alum.Tube
Mellon
co
oQ
42 In 1709 620 170.0 438 170.0 7"117&0 476 170.0 888 170.0 808 170.0 B82 170.0 su f70.0 HIS 170.0 621 170.0 1290 170.0 Of 170.0 1404 170.0 921 14&8 1489 170.01 621 127.6 108 170.0•624
48N t70.0 706 170.0 624 17&0 WO 17010 084 17&0 092 ImA 630 170.0 1133 170.0 661 I?" 1276 tMo 877 166.3 1303 I= MO 130.3 I= 170E 880 III.-/ I= t70.0 W 07.7 1303 IMO 880
60JWin 17&0 747 170.0 663 170.0 688 MO 831 170.0 t048 17&0 684 170.0 110 17&0 723 16&1 120 IMO 747 140A 1235 1701 76s I17.1 1236 nac 756 100.4 1733 170.0 760 87.8 1236 1m0 766 •g �� l�-L
64N 17&0 707 170.0 812 170.0 17&0 811 170.0 1118 170.0 764 164.7 tide 170.0 80 1372 1168 170.0 637 123.6 1168 170.0 866 f0a.9 tub 17MO 861 862 1166 170.0 661 n2 1168 177.0 811 ma.
80 in 170.0 804 I7&fl 701 IS$.7 042 17&0 707 142.0 1042 181.1 632 10.1 1042 148.7 815 1112 1042 136.8 601 100.0 1042 1302 701 83,4 1042 126.1 782 71.6 1042 124.1 70 821 1042 12&1 782
i
63 In 17&0 930 17&0 745 1612 992 163.6 818 1299 092 144.4 708 113.4 882 131.0 70 100.8 992 121.4 763 K7 89a 114.6 758 7&6 M INA 745 84.8 882 IWO 7M 6&7 082 10&0 7M W
88N 180.4 B47 170.0 788 1379 861 14&0 788 it&1 841 139.0 788 103.4 8N It7.i 762 019 947 10.7 738 W,7 017 102,2 727 68.9 W7 06.1 713 6&1 1147 04.0 711 61.7 047 64.0 711 Z �¢ p�' O)
a
72 In 133.9 so 1427 737 1632 649 121.6 722 97.0 049 IOU M $4.9 049 06.4 ON 761 848 66.7 046 872 849 N,7 678 6&8 80 76,3 868 0.8 848 tt2 891 425 869 72.4 651
78 In It&$ 7N 10,7 60 W3 782 100.0 8M 028 762 9&0 60 722 782 809 620 e42 7N 742 820 57.4 787 602 043 4&1 782 N2 602 41.3 762 N.9 697 3&t 702 9&4 603 F9f1
78 In 10&9 721 ft1A 634 0.0 721 US 821 78.3 724 829 800 8&8 724 74.4 699 6&4 724 0&1 N1 6&4 724 63A 604 449 726 d79 673 $02 724 86.3 667 33.4 724 832 So
90N 681 50 71.8 483 6&O 03 60.7 474 40.7 M 621 466 4&6 663 47.1 458 3&0 643 421 452 34.8 813 30.8 40 20.0 643 369 4N 249 643 32.1 430 20 543 30.7 426
08N 679 178 689 427 47.0 470 0.7 418 401 478 492 412 53.8 478 381 406 312 478 34.6 40 2&7 478 32.0 50 23.9 478 2&1 308 0.5 418 25A 3811 ITS 478 242 378 r$ C
INN 402 377 41.1 34t 331 3" 34.8 836 28.8 377 30.0 330 262 377 292 325 224 377 24A NI 0.1 377 22.0 M 1&8 377 19.0 310 14.4 377 171 304
111 N 371 337 372 323 302 367 31.8 318 282 387 272 313 2.2 387 24.4 309 0.0 357 220 30 162 337 2011 MI 1&4 36/ 17.4 78d X
in in 209 30 2" 279 26.8 3N2&1 274 308 2I.0 21.7 270 1&3 308 102 287 182 308 17.3 283 F, x N
IM N 17.0212 17.2 196 d 0
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
C
F
rCapacityTabla(ma)
•IY
8 •
Ancho (DP_)X ANCHOR CAP. ,,,�=ANCHORCAP.®
1daeJ& 27xCo1mate 9.6k 4,kila *lav CtdllFRO0CMU1'717071 44e181
61IV Eko 111'86 Elea 61111 E110 1/4.86190* 1108,80 •1284871 012 SW MULLION CAP.,e,,,,,
Alrhar CIO PaQems aaehalype 3"r am u Iazan U41 ee*latraeon uhm X78'Eco tlbim Ur eco ufraao Atm LMVM A"eOetar USE THIS FORMULA TO OBTAIN THE ANCHOR
EQge Iaetenee IN r 2-lir r 2472 3.1'r r 2.17r r 2-tIT z 341P 2' &4W(�1 a 08u.324" CAPACITY REQUIRED"SURR CORRESPONDING H AN
ACTUAL.WHEN FT REQUIREMENT FOR THE
Emteanent(61): 1;:ir faw• 1sn• fa7r 2• 1-117' t-v4• t-u4• t-vr 1-ua• 1N4' 2• 1.817' lars' (seafate a! OPENING.WHEN IT�LOWER THAN THE MULLION
2 76 0. 1Mmdmddly(Flg.fo12l: 30679 3W0s 46067 WtF844
Don 28001$ 3mras 7 61s 4WIf1s ONra -1r1-82@0 3280; 4200s 689616 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amabas@22F Wn.O.C.ISlandazd Mpft 70009 MW 680 Ms 1410 In WA 604@0 WA 8800s WA 8800$ WA 86203 MOB Imbs MULLION.iT WILL YIELD A MINIMUM ANCHOR
BAtieltda®1.18 F9a.O.C.i8 d9aip(fS. 98009 140009 WA WA WA MRS WA WA WA WA WA 130400 16006 220Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
4Arft=@3-Wn.0.MjM216An9iecalpu(Ftg, -7800$ Man 9M Ws 17Wm3 660ms 660 r4s 70 m3 1404 ms We lbs IMVA 23840* 652 Ws BUNa -10-Dr-as-1ADDITIONAL ANCHOR OPTIONS FROM THE
6Aneha$ W ML O.C.1(2)216Alde Clips ft Bj 11700$ 11700$ 12200s 23400$ 81010$ 84097$ WA 1100$ IM ns 19200$ 36480$ 9780s 728407 188068 ANC HORCAPACITYTABLE. PRODUCTRBVIM
4 AtMin00.45 WA 0.0.11)plp,9do 118`AMn(Ftg.7k WA WA WA WA WA WA WA WA WA WA wA WA WA 10709 assotl �� Nom2Atehme®226'W0.0,0.IF•C8p(Rg, 3wf66 3 R m-um 70503 WA 28003 WA 3169re 003 400$ 011s 9280s 400s 604 0s A66dt66Codo
4 AnohNs�t.tG tdhL QC.IF42ip(Ffg. , 4800$ 700s WA WA WA IdA 3000$ WA WA WA WA WA 852D$ 800$ 11200$ 1.000' ecePl"Ne �� �•�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
P
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE 8: FIGURE 9: TABLE NOTES: i D Comm
• • • • • • • • • • • • 11111111//,
S SHEETS SHEETEE NERAL INALLATINSTRUCTIONS ON USING IO METRO THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE gl(,......,41,
• • • a .CENSF''•.'p
• • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000• ^
' No.58705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAM FOR EXACT DIMENSIONS,SEE SHEETS 18.20.HOLES �
FIGURE 6: FIGURE @ FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS lea.FIGURES SHOW
• • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS. .0' 06 1513,3
0 STAT'E of :••�/
• • • • 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .126'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW T�.S.,F10RIOa:�C9=:
SOUTHERN FINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 0083-T6 AND BE A MNIMUM OF.126'THICK.STEEL '�7,S�ONA1.
ANGLE CLIP(FIGURES 6&6)MUST BE USED N PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.126'THICK lI tL 1t�t
AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERllU.. 1'XMULLION A LYNN7tJII�trc,P.E.
FL P.E.O 68705
TABLE 7A
Mullion Capacity Table PsM95�
Opening WId01(for verOCe9g wmfm moons)orOpening HeIght(for Fpdzanta*sparidno nvA-) ¢ y+
Wb Wb "In WN sob 1001. mt. 140 in IWb C
1 x4x.378 Raotm�tat Trepifdmlg. Reotmlguim TreRtrdan8. ReolanBldar Tieprfdal•. aootengWm 7tp/rdang. RBotmteular 'rtablAdan9• iteoten9stsr haPtTdasB• m Treptfdmlg. It"W Aff TFWTdmlb. Rmtmoft Vapmov. si
AWmTabs Loa41W Loadn9 Loa4N9 Loam Loadm Loa41o9 I.oadae Lwft LoeAntl Loading L.-ft Loadne Laft 1,09ft Lomft Lo"e L-u92. ...loafing �Y
o
1910 170.0 825 170.0 438 170-0 744 170.0 478 170-0 868_ r10.0 BOB 170-0 892 170-0 619 170.0 1110 1700 821 170.0 1240 170.0 821 170.0 1488 170.0 821 170-0 1736 ilOA 621 170.0 1993 170.0 821 J 7
491. 170.0 709 170-0 824 170.0 800 170.0 681 170-0 0112 17x0 630 17&0 1133 170A Set 170.0 1278 170.0 877 17x0 1417 t70.0 ON 170.0 1700 170.0 NO 170.0 1883 170.0 880 151,0 2024 170.0 ON ' b
W.Wrn 17&0 747 170.0 883 170.0 899 170.0 031 170.0 1048 170.0 084 17&0 1103 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 725 170.0 17113 170.0 788 1880 1919 1TOA 768 135.5 1819 1700 786 U.
541n 170.0 787 1700 612 170.0 600 170.0 691 170.0 1118 170.0 764 t70.0 1278 170-0 803 170.0 1434 170-0 837 170A 1584 170.0 868 159.9 1799 170-0 661 137.1 1789 170.0 661 120.0 1789 t700 661 m
Win 170.0 895 t70.0 701 170.0 tM 170.0 797 I= 1240 170.0 678 170.0 1417 170-0 844 170.0 1894 1700 888 158.5 1819 110.0 1033 128.6 1818 170.0 1083 t1t.0 NIS 170.0 1093 07.2 1619 11&0 WE* � V
W in 17&0 930 170.0 745 170.0 1110 IMO ON 170.0 1302 170.0 900 178.0 14W 170.0 1018 IM.7 1542 170.0 1075 1419 1542 170.0 1122 117.6 1642 100.6 I16tt 100.7 1842 t679 1187 88.1 IOU 1079 1157
Sol. 170.0 074 170.0 789 170.0 1169 IMO 80.1 IMO 13H 170.0 1002 1%6 1472 110.0 1256 1429 1472 1089 1148 128.5 14M IMS 1130 107.1 1472 1479 1108 019 1472 148A 1104 80.3 1172 1180 1104 M �S
RN Wee 1053 1740 On 170.0 1276 1700 1009 100.5 1320 18&2 1101 1320 1325 1489 1082 117.3 1325 1379 1086 IOU 1320 1289 1049 860 1300 117.0 IOM 760 1320 112-0 1013 M.0 1320 112-0 1012 w �yJ
t Alin IMO 1122 170.0 037 140A IIN f'14l"3 1282 1184 t39.0 094 112.2 1184 125.7 978 09.7 1184 110.3 884 8&8 1184 1079 962 74.8 1164 979 035 84.1 1184 83.1 827 06.1 JIM 02.3 925 y a
+t 781n 16&1 1124 170.0 087 WA 1124 118.5 1124 1289 947 1038 11M INS 931 823 1124 1059 918 630 1124 980 906 252 1124 MA 890 25.3 1124 64.3 $81 519 1124 832 878
r
80b feel 614 111.5 725 90.1 844 772 844 821 724 BTA 644 1&3 712 601 844 WA 702 640 844 614 593 450 8M 642 878 309 844 NO 525 339 844 477 60981. 89.1 762 OfA 625 74.2 742 038 742 612 641 25.7 742 258 631 48.5 742 841 622 44.5 742 498 914 37.1 742 430 600 319 742 3&8 500 279 7ffi 378 684Intra 829 8[16 25.8 ON 621 668 44.7 NO 469 613 3&1 585 41.4 WS 849 SW 37.3 408 31.3 686 342 492 NA 825 200 Mi 22.3 888 2M 472 IRA 258 24.7 460 M111 to 679 256 sea 503 480 625 412 259 429 487 3&0 WB Sao 4so 320 255 34.2 473 2&5 655 31.3 467 240 258 27.1 467 =A 656 242 MB '18.0 60 22.4 442 x
In 4&8 475 48.4 433 3&0 478 328 476 25.7 420 25.5 476 269 414 282 476 259 409 226 476 266 404 19.0 478 21.1 99S 19.3 476 16.7 257 149 470 172 3a1 p N
1441. 26.1 310 2$7 306 72.0 330 220 301 I&8 330 18.3 291 te.5 310 170 283 Q x = O
n 6 v1
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnohorCapaoRyTable Obs) ANCHOR CAP.,,, ,, � �
sub"e: 2. oafees 362Cam a•cmu F1110CM0 Mem (D_)X�MULLIONCAP.�`_ANCHORCAP_
offs,Elm IrPSSEco 5718'EL-0 11P 89 Elm 41OMW SUV&e •121t ig
Andwr Cffp PatientsAmo 3fl8 Ew UltaeSn 114•Eco U aa0 UOw� 3116'Ew Mm" Im Eco Lem= AggteOstw IAtreem Aggsdsnr Brn39(o3 ammagib)bttev(118) USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUMD°CORRESPOINDIN0 TO AN
EMBs mw=00 i• 2417 P 1 2.117 3.115' MWA
244 i 2-VY 7 3.118' r OAA 0.54' 0" ACTUAL PRESSURE REQUIREMENT FOR THE
EMbodAW031314• 1325• 134' 1314• r 1-114• Mw i-014• 1-11P 1.114' r 132' 1.378' im 40 OPENING,WHEN IT IS LOWER THAN THE MULLION
2 gr}678'M�O.C./Qmidmdf9p(Ftg.fm 32509 390lbs 450 In B90Ibs 164403 WE mms 740n1s 4881bs 684@5 ttol6re 518@6 42011.6 man CAPA017Y(FROM THE TABLE)OF THE SELECTED
4Al0h=@226•L5&O.C.1SW tdC8p01g. 700 3 70005 600 ms 141o0s SROM5Wro9 NIA 630 m5 MA BWm6 60A 652ms am9s tf2oms MULLION.IT WILL YIELD A MINIMUM ANCHOR
8A==®L16'Ift0.C.1SWdardWp(Hg. MM 140DOs WA NA MA 7008q WA WA MA WA WA 1304M 1800W 22401ha CAPACITY WHICH MAY BE USED TO QUALIFY4Anch=Q8-WL RC./(2)248Aagts nips 0x8.8$ 7007000s 8MU35 1780105 3286bs 5WIbs MOn 14WDe 038On 1325165 2364bs 052@3 MMS 112015s ADDITIONAL ANCHOR OPTIONS FROM THE
SAndArs 0r Min.O.C.1(2)216 Ago Cb$079• 1170m3 1170ms tOa w 2340 an 2644 as 5461bs NA mores 14o4@s 1320 ms 36461Ds 87816s 1250@3 18Wtls ANCHOR CAPACITY TABLE. PRODUCTRUVESED
4Anchme(S0.45MOLQC./tlt2tp,ImotA1'Alm.(Rg. WA NA NA NA NA NA NA NA NA WA WA WA 1432 N5 hu'dMg
wttq"Flo"
2An&"a 2.EMhMC./ N` �^1�(S F-dtpOTB• 32511.5 32511.5 250100 703165 47811.5 MA 280 ms NA 3i60s 0@s 460M 0@s 3251bs 425 ms 680 Om No S.t�S4Aao6as®1.16•IAe.O.C.JF421If lRa• 460M 7MIW NA WA - WA WA 330 NA NA MA WA WA 852@3 840165 1120ae "'� 1.062 r- +� 1.000' � 0ry (QNOTE FOR THE OFFSET CLIP,IJSE TFCSAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: ProduolC..l
FIGURE 1: FIGURE 2 FIGURE 3 FIGURE 4: FIGURE& FIGURE 9 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION
• • • • • • • • • • • • ON LOADINQ.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
LYNN
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWASL
E
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMEt4SIONS,SEE 41)WV Cow
SHEETS 1&20.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS * No.58705
FIGURE 5: F90URE @ FK4URE 7: SHOWN ON SHEETS 18-20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ .
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j J f$13
• • • • GROUT-FUZED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE 'O ST 4u-
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE LF(ORIDP.. XF:
8083.76 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 MND.045' -376' .37G ��CCSt'......... �CJ��`
ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAS. THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25'THICKAND A31L ALL ANCHORS t•X C X 3711 I 1•X 4'X 375' r� AL O
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. T-Mt4LL10b1 MULLION A LFfdPIIANLI�P.E.
FL P.E.#60705
-•� 1.000• t-- --1 1.000• �-- ��� � ,
Gky 1.000• f-- towt- �1 � c
.126` a
.128
2 760• 2.760' .126' 3.126• .126• 3.188 3 t
.126' ,128 .128`
2.0106' 2000• 2.118'
L 126• °
378 37b' 860° soo' L 128' Z HL
f L -f -f -T T 9oa F
1•X2'X.f26•MUUION t'X2'X.376•MULLION 1'X2.78•XA76`MULLWN 1•X2.7WXATMU1UON 1'Xa126'X.WMLWON 1.26•Xa188•X.288'MUlllON 1.WX2.11'X.126'MULUON t:9
6083-TB ALUM. 6063-TOALUAL 6003-TB ALUM. 6083.78 ALUM. 8083TSALUK SW3-TSALUM. 6083-TBALUM. g Q IL
XSECTiON XSECTION XSECTION XSECTION XSECTION X-SECTION XSECTION LU D,
1•'{)--.126° 1-�{x.126' -I F--.12V $ V
TABLE A :3 Ce
STANDARD CLIP I 2X5ANGLECLIP Dlmeneton Value n For Mullion: Z
2.000' 8063.78 ALUM. I 2A 89-SE ALUM. A 1.626 ) Dom.,
%SECTION 2,Opp° %SECTION :3
128' 1 X-SECTION 126• B 2854 1'XY X.12b' ¢ 0 z M
13
rH .126•-7I E D 0.740 I L C I 0-M Tube u8ton
6.600• " .740•h A 1.126 1'XY X.376• Og
B 2.404Ir
CUTHERETO .378' C 0.638 Aluminum N 3 W
.376° 3.126•---(-CREATEFCLW.SEE MW. 6.000'-+� TubeMupfon U y
MW. f DEWLF.SHEET 4 .378•MK: h D 0.49D Q O
r-------� r-------� 338'MIN UCl� --------------------- A 1.876
I I I I Awl
I A I 6083-T6 ALUM. A F--------1 B 3•WD 11 X2.7S'X
L- ----.J L-------J USED FOR ALLI•X2°AND `- -------------------' 2X6 ANGLE CLIP C 0.767 .376AIuminum
T X 2.76'MUWON3. 6M3-T6AU K Tube MWOon
SHEETS gg D 1.118
STANDARD CLIP TOPVIEW CENTER OFANCNOR HOLE MUST LIE NITWNTHf TUPVIEW E A60 MIn.
608346 DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE
CENTER OF ANCHOR HOLE MUST LE TOPVIEW ANCHOR O.C.DISTANCE.MIWMUM ABHOR A 1.312 11X2.761X
WITHIN THE DASHED BOUNDARY.SEE HOLE DUMETER:ANCHOR DIAMETER+1118'. B 3.000 .650°
SHEETS 6.17 FOR THE ANCHOR O.C. I
DISTANCEMWWMANCHORHOLE I B FTBALl1bL C 0.478 AIaNm6n
DIAb1ETEI8ANCHOROIAMEIER+1/18'. 1'X3.126•XAV D 0•&16 TubeMuluon
MILL ONLY,SHEET 8 TABLE B
1 TOPYIEW Mull Dimension sheet POT Perth A 2 1°X3.128 X RODUCT REVISED
6.600' 376' ( B 2.637 0 wnVIyingm1Ib wWWde
.376' MIN Mullion 818.Clip OH6etCbp UCllp Angle Cllp 600•Atwn unftoodb 81
MR � � 1"XY X.128(5) 66605 668113M GN1118M OU43M 660511M U 1-� T�Mull 11o'�3-DS
---- -------7------------- .3W MR 1"XYX.376°(G) BMW 880114M 6S01110M MR44M 668512M A 2.626 f -
I I I 1"X2.7WX.376"(7) 68807 M115M 6081i20M 668245M 688513M B 3.282 1.28•X3.186° �11am1 PtoductCwtro
t I I UCUP. X,266•Alum 01111111 f TTT
eo�t Te/O UM 1"X2.76"X.660°(8) 60800 6W118M 6601121M SM40M SM14M C 0 Tube Mull /i
I B - . 0 4li /
--- --- D I D q�•.•••......., (
I i i I LL Y 3 12 1"X3.128 X.600(9) 86837M 6861118M 6601114M 888242M 88851SM 1.782 t.10ENSF•;(l�`,p�� i
I I I TOPVIEW 126'X2.11°
I I I I --�---� I 128 X3.188 X.286°(12) 6SS41M SSS1117M 6861113M 686241M B06616M A 1.813 .121°Alum = *;• No.58705 '•*
L------_ I L 126"X2.11"X.126°(16) 69370 WA WA WA 868517M Tube Mu8 =
I OFFSET CLIP �• D is
C t818S-T6ALUNL NOTES: 6TATE OF
'tom• I TOPVIEW CENTER OF ANCHOR HOLE MUST UE 0,�•.,
740•-I�-� �I WITHIN THE DASHED BOUNDARY.SEE 1)HOLES TO BE DRILLED IN THE FEW FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %�S•.!�LOR10p.•' \_��
31{EET86•f7FOR MEO.C.
DISTANCE.MAXIMUM ANCHOR HOLE )2 SEE SHEETS 5-17 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. '//�/s��NAL11%,"
ANCHOR
DIAMETER,ANCHOR DIAMETER+1118•. A.LYWVf IL P.E.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FL P.E.#68706
1.007 1.000' j- . � {�( -" --12' C0it
I I ffi o
.436°
4
4.000• 4.000' 4.00D' 2.628' 2.000L'- .126' I 2.126' 2.000•
126"
.128' .126' I 126" I I 12G Z Q N
.031' -T- L
STANDARDgJP .926'J U-CUP O
,1 6003.76 AWM 6083-Te ALUM. 2X6 ANGLE CLIP
MCS' 376 6063-TO ALUM.
X-SECTION XSECT(ON X-SEC IO •
1'X4'X.126'J 1'X4'X.S76' 1'X4•X.376'
w m UL
MULLION MULLION T•MUUJON 6.8�" 6CUT Ham TO .000" j ZU �
6083-TO ALUM. 808SECTIOM. -RECTION 37. 3.1ffi'---�{ CREATEF4XV,SEE
.376" 376' p to U
*SECTION XSECTION XSECTION 'MI -DETAIL F.SHEET � Z W
.376' z W$ Q)
2881. r--------I 1 r^^------I CENTER OF r---------------------i .376'
.126 ANgiORHOLE j j MM. j 0
�-^1.377' I I I 1 MuwL1EWITHW I I .�1 �
THE DASHEDBOUNIMARF¢ s
I 1 --_ I ISEE
I4.--- i F SHEETS 66.17 FOR 1i i Z 0 Q O�f1 u)
2.876' I I I I THE ANCHOR O.C.
.126' I I i I 1 i F I DISTANCE i to CT o
MAXIMUM ZLM
1 i I i i I ANCHORHOLE 1 I 1� 0
I DIAMETER 1 I 1L
3.280' L -----.J I i..___----� ANCHOR L- -------------------� U 2 Q O
30°BAY MULLION DIAMETER+1608'.
8083-T6ALUM. I �_ 2XB ANGLE CLQ
XSECTION 6063T8ALUM.
STANDARD CLIP U-CLIP TOPVIEW
ZVMWTMN
TER OF ANCHOR HOLE MUST LIE 6063-70AWK 6003•TOALM CENTER OF ANCHOR HOLE MUST LIE
M.J I,081'-I THE DASHED BOUNDARY SEE TOPVILW USED FORALL 1' wnm THE DASHED BOUNDARY.SEE
SHEETS 6.17 FOR THE ANCHOR O.C. X 4'MULLIONS, SHEETS 8.17 FOR THE ANCHOR O.C.
DISTANCE MAMMUM ANCHOR HOLE SHEETS ID a 11 DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER+I/16'. TOPYIEW DIAMETER ANCHOR DIAMETER+1T18'.
3.403'
1 .126' TABLE C
1 e'6� Dimenslon Value On) For Mullion:
.378' .376"
MIN. F 3.607 1'X4"X.128
1 r--- ---, 1 r-------, G 1.000 Aluminum Tube RODUCTR�IS18DPlodda
.126' 46' i i I I i H 2.600 Mullion ondia6Godo
F 3.187 VXCX.37W aveoNo
1 2.260" 1 1 1 1 I 3.000' G 0.767 AluRllnum Tuba&
46'BAY MULLION I I I I
8063-TB ALUM. I 1 1 I 1 H 1 H 2430 -r Mullion eoilDade Product Coniroll
XSEcTION I i i i F 2.813 301 Bay Mull
I ` J 1 ` j `
------- I - ----- F 2876 4b°BayMuA `�alb. pENSF'<<Fp�:
T
TABLE D
Q;•'
J -.601'-4 126' G 6683TeAWM Mull Dimension PGTPertO * N0.68706 *'
(sheets Mullion Std.Clip Offset CUP U•OIp AngleCllp - r
.740` TOPV03W -_
NOTES 1'X4'X.126'(10) 80364 BUIIIM 6601122M 668241M 668518M .•�
F i�l(v j 1'
1)HOLES TO BE DRILLED IN TIME FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1"X 4'X.376'(11) 66810 860112M 6061123M 600242M 6samem %�O�'• S O :ItI��
1'X4'X.376"'1"(11) 86683 666112M 6881123M 680242M 886819M 'iF •�IOR.... G\��
i ss'.......
2)SEE SHEETS 5-117 FOR 3000RESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(16) 66849 WA WA WA 6866110M
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 46 Degree(17) 68660 WA WA WA 61861117M A.LYNN MILLER,P.E.
FL P.E.#58706
TABLE E
Mull01menelon PGT Part 0 ® � •
(Shoo") Mullion Bid.Clip UCllp Angle Clip I f+.128• I '�f-'126' -'i F--.12V
2"X4'X.2b'(13) SSS02 888281M 886271M SM6112M Q
2•X6•X.2W(14) SUM 6862112M SM72M 6W6113M I STANDAROCUP I U-C 2x6ANOLECLP pp
6063XTBALUM 6963•TBALUM. i- ;j". 6083•TOALUAL tit'
2000• I XSECTtON 2.126' I XAS TION 2.000' X.4ECTION 4�
NOTES:
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .126' 128' L 126' Z Q N
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L T 0)
2)SEE SHEETS 6-17 FOR SUGGESTED,APPROXIMATE �--1.490• -� I O
HOLE LOCATIONS.
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1. j •
3.800' -� �A�F.MtP. 5.000' 376' W o n,
2 .376• F I_s£E DETAIL F. Pe �- MIN. j O U
MIN. r SHEEl4 M64. .376' !-
N o
r- ----- -------� -- -- Z W
I I (---------------------T LU y
4.000• i i I i Q a 10
F
-I-- --- --I- 3.438" + 3.438"
.260" 2'X4•X2s I I I I --------'
I I ab n
MULLION I I 3.438'
Bos3-TO ALUM.
SE .37W
I i I I ~ Z � �
I I N
L- ------ -- --- --------I L---------------------J MIN. 0 4
�- STANDARD CLIPU Q 3
UCLP, TBALUM 2X6 ANGLE CLP
CENTEROF ANCHOR HOLE MUST UE 6663.76 ALUM. ED FOR 2"X4'MULUON.SHEET 13 CENTER OF ANCHOR HOLE MUST UE 6063-TB ALUM. a y
WRHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVO:.W NATF6N THE DASHED BOUNDARY.SEE TOPVIEW ,� ffi•O
SHEETS 6.17 FOR 7HEANCHORQC. SHEETS 6.17 FOR THE ANCHOR D.C. - aQ'
OWTANCE.MAXIMUM ANCHOR HOLE --ANCHOR HOLE MUST LIE DISTANCE.MA)OMUMANCHOR HOLE
OIAMEFER:ANCHOR DIAMETER+1MV. WR711N THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'.
SHEETS 6.17 FOR THE ANCHOR O.C.
8.600• DISTANCE ANCHOR ANCHOR HOLE
�-2.000•--� g,600•�{ C� ,C DIAMETER:ANCHOR DIAMETER 6.000•
376.
MIN. rt Ir_SEE DETAIL F, MIN. .376'
SHEEN MW.
r-----s------- --- .376'-------� -- --
I � I
IDUCTREVISED
I
oomplyla$%s}IN ilia Flan3a
j I I ActtpWACO No ® `
I I
I I
S. Y -'--- -r-- --�- 4•� � t 6,q� @ +--------I emlDada t W4 GD.
6.438' I 6.436' I i 1111111
z•xe•x2s OWN
MULLION
vCENsi...e
6053•TOALUM.
`*: No.68705
XSECTION i I i I
_
`-------- --- -- MIN-------' L_
L- --------' - STA CSD)XN
'tv,
260• STANDARD CUP U-CLIP 2X6ANOLECLIP �iF•'•• ORIDI!..•':
SOWTB ALUM. Bova-reALUM 6063-TO ALUM •q Q•••• G:
TOP VIEW SLS£D FOR 2'X 8"MUU.tON.SHEET 14 TOPVIEW ��i NAL. �
TOPS A.LI�fS WLLEh�P.E.
FL P.E.#68705
EXAMPLE is SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2414'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60A!-80.0 PSF.
NOANC HORS INHEAD 1)INITIALLY ASSUMING THAT T WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS W+32+1'=08.REFERENCING SHEET 22,THE COLUMN USING
-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED 41
DESIGN PRESSURE OF+86A/-80A PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. G' E+
FROM TABLE SEE
TABLE 3A,SHEET 7,THE T X 2.78'X JTW MULLION(LENGTH=72',OPENING WIDTH-709 MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+1-683 PSF AND WOULD D
PRODUCTS SETS NOT BE SUITABLE FOR THISAPPUCATION. 8 4
AAPR�/ 23. - --. , 0
8
FROM TABLE 4A,SHEETS,THE 1-X2.76-X.680'MULLION(LENGTH-72,OPENING WIDTH-709 HAS ADESIOIQPRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 8'
T2' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MILLION
2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)912 ANCHORS AND THE 2X6 Tt Q
4 ANGLE CUPS WITH(4)$12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL z IN L W
�/ OETAi44, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL Ull
a =
S QTS APPLY TO-THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE NTH THE _j N
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 d'
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO HE 727 PSF WITH AN ANCHOR CAPACITY OF 1138 LBS.ALTERNATIVELY, m y
N ANCHORS IN WDMW I THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: C3 W
OPEMNo'tlVm,I,H (SO PST)XC E F Les}=b24A LB9 (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 49)
V
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOWFRAME DEPTH IS 24W.THE OPENING REQUIRES A
DESIGN PRESSURE OF 46(l.01-65.0 PSF. Z
FOR THE VERTICAL MULLION, Q
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=108'AND THE OPENING WIDTH IS 36'+3S'+1'=73'.REFERENCING SHEET 22, Z~ n
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3W'AND WILL
EXAMPLE 2:MULTIPLE MULLIONSMEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.88.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. GWLH
N J
MuuwroTH
FROM TABLE 3A,SHEET 7,THE 1'X 276'X.378'MULLION(LENGTH a 108',OPENING WIDTH-On MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.18.1 PSF D. N N
'ir AND WOULD NOT BE SUITABLE FORTHISAPPLICATION.
FROM TABLE BASHEEf13.THHEYX4'X.260`MULLION(LENGTH=108'.OPENWGWIDTH=66hHASA DESIGN PRESSUREOF+1-04.7PSFWMGMEXCEEDSTHEREQUIREMENTS 4
SEB FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. g
t:1
DETAILS. _ D: .0,
SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS�'+�'+Y=74'•NOT 73'AS PREVIOUSLY ASSUMED.VERIFY THATTHE DESIGN PRESSURE IS STILLAPPLICASL,E FOR THEADJUSTED OPENING.ALTF_RNAXWEL.Y,THE WINDOWWIDTHS MAY BE REDUCED TO MA WAIN
THE 73'DIMENSION(3 lW+WNW+2`=73ry.— j 2)USE TABLE OB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE THIS EXAMPLE,ASSUME THE POURED
%%R CAL I CONCRETE HEADER AND SIA.ARE 8'WIDE.IF THE MULLION CUP WERE TO BE(ENTERED WITHIN THE 6',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
ASNJON` �� E — USING THE STANDARD CAP WITH(6)3110'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-lir GIVES AN ANCIOR CAPACTYOF 11 0 LBS WIVCH IS GREATER•AND
LENXGTH &D£TA88, DESE EE.E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS.
&
OPENENO SHEET823 SHEETS FOR THE HORIZONTALMUWONS:
HEMW
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X 2W MULLION.IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
Lun l MULLION TYPE COULD BE Ci09EN. _
oontp(ytagRiVp CBD
haFluddu
T 1)THE MUWONLENGTH IS 36'AND THE OPENING HEIGHT IS 37+72'+2'-101r.REFERENCING SHEET 22,THE COLUMN USING TRAPEZOMAUIRUWde
OULAR LOADING MAY BE uildtugCo
USED.FROM TABLE ILA,SHEET 13,THE 2'X 4'X 2W MULLION(@ LENGTH a 42,OPENING HEIGHT=1209 HAS A DESIGN PRESSURE OF*170.0 PSF WHICH EXCEEDS THE /
SEEREQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF al LSS. D SC®
DETAILS, 2)USE TABLE OB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXANI�LE,ASSUME THE CMU JAMSS ARE 8' 7
WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 273 ANGLE CLIPS WITH 119ft LL 1
(4)3HS'ULTRACON ANCHORS AT AN EDGE DISTANCE OF V ONES AN ANCHOR CAPACITY OF 840 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 0L
ANCHOR CAPACITY OF 521 LBS. �� �, ,.....• /� /�
t-IOPENING
I-- -- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF t31 LBS.TABLE 08 FOR THE U-CUP SHOWS THE ANCHOR ='� CAPACITY IS 1074 LSS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 531LBS.7H1E No.58705
YT®TH FOR VERTICAL MULL ANCHOR TYPE I8 A 012 STEEL SCREW. _
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+aea.7PSF FROM THE VERTICAL MULLION;
0470.0 PSF FROM THEW HORIZONTAL MULLION ATTACHING TO CMU;
+1170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). STA
THE LOWEST DESIGN PRESSURE IS 41-643 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ����5'••:�OR10P,.•'G����
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION 1111111
ACCORDANCE
PRODUCTS.WILLAPPLYTO TETE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P E 1)58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfrRIANGU AR LOADING:
PW
PW
JoeplwoM7///�xi
Ila:
i m
SHlD}I stoat! sHmH aHIOH i P� z a
4 4 4 4
! O A w
MUp
LOADING OF VERTICAL MULLION LOADING OF VERTICAL LLION j / / / / 00 rn
SILL OF WINDOWS NOT ANcmoRED WITH INTERSECTING HORIZONTAL MULLIONS HINGED
I DOOR g
1
' sGo z �
� U
LOADING OF VERTICAL MULLIONPIN N O
LOADING OF HORIZONTAL MULLION LOADINOOF HORIZONTAL NIULLtON ,,�.I a Z
PW �
'' PW
PW N Z o go
/ iPw
N N
SHIDH SHNH SH/DH 6HlDH d O O
4 `7
4 / AB
SH/DH
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION —
SILL OF WINDOWS NOT ANCHORED1
WITH INTERSECTING VERTICAL MULLION
I
I PW PW HR V'
I
1
LOADING OF(2)KOFROMALMUWON$ LOADINOOFHORIZONTAL MULLION LOADING OF HORIZONTAL
' MULLION
I
PN HINGED �
DOOR PW PW I NOTES:
O15DT,TREViSBD
1 awmPL9laB+althllmFlotlde
RERESEINGSARE IduSCodo
'1 PW CONFIGURATIONS.
OFTYPtCAL mtteNo —D
/ / i PW CONFIGURATIONS NOT SHOWN
p / / 1 MAYBE EXTRAPOLATED FROM
THOSE SHOWN. -1 iVIMJAI�� harp/ff1
/ / I 2)IF THE LOADING TYPE.CANNOT
' BE DETERMINED,USE
PW PW i PW RECTANGULAR LOADING. _` No.56705 •:
j S)SEE PRODUCTS'APPROVAL FOR — =
ACTUAL ANCHOR LOCATIONS. — 0
LOADING OFVERTICAL MUWON LOADING OFVERTICAL MULI.ION
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORWNTAL MULLIONS %pO STAT(S .;,"�
SOD .!'IORIDP,.•G����
LOADING OF VERTICAL LOADING OF HORIZONTAL. A.LYNN MILLER,P.E.
MULLION MULLION FL REA 58705