HomeMy WebLinkAboutNotice of Acceptance r� /
• �l
MIAMI-DADE FILE
® MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA,) www.miamidade.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"PW- 022 Al`u'miinuffi-Fixed-Window
APPROVAL DOCUMENT: Drawing No. MD-PW220-01 titled"Fixed Window Installation Guidelines",
sheets 1 through 8 of 8, dated 04/01/11, with revision C dated 04/22/16,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING.:N
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0609.08 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 Manuel Perez,P.E.
E 4 NOA No.16-0505.03
rut�Ml pao�courvrr Egp tr► is on ?ate:August'1$;'2021—
0
Approval Date: June 16,201
Page 1
`J L) E
PGT Industries,Inc_ ro" ,� ;� �,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. I1-0509.02)
2. Drawing No. MD-PW220-01 titled"Fixed Window Installation Guidelines", sheets 1
through 8 of 8, dated 04/01A 1,with revision C dated 04/22/16,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-6482, dated 03/24/11, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 11-0509.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/29/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0609.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
a
Manuel Per .E.
Product Controla ner
NOA No. 1 5.03
Expiration Date: August 18,2021
Approval Date: June 16,2016
E-1
owPGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May
2,2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No.FTL-6482,issued by Fenestration
Testing Laboratory,Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 11-0509.02)
G. OTHERS
1. Notice of Acceptance No. 15-0609.08,issued to PGT Industries,Inc. for their Series
"PW-220"Aluminum Fixed Window-N.I., approved on 08/13/15 and expiring on
08/18/16.
Manuel PE.
Product Control xa ner
NOA No.1 - E.
Expiration Date: August 18,2021
Approval Date: June 16,2016
E-2
GENERAL NOTES:SERIES 220 NON-IMPACT FIXED WINDOW
61'TIP-TO-TIP WIDTH
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"BUCK WIDTH
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _ 58-5116" 60"BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS. VISIBLE LIGHT WIDTH LIGHT
5 "
VISIBLE LIGHT WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MAX. B - I MAX60.C. 4"MAX.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE I
WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 3. C C
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO A A
BE CONSIDERED 1 X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD _
BUCKS DEPICTED AS ZX ARE 1-12"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORBUC
K
ARCHITECT OF RECORD. HEIGHT5'MAX.O.C. /
� TEMPERED GLASS 94-5116"
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 94-5/16' VISIBLE
LIGHT
LENGTH AS SPECIFIED ON TABLE 3&4,SHEET 3&4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 16'MAX. VISIBLE HEIGHT
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF / LIGHT
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. HEIGHT 9T 96 11!
TIP-TO
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS TIP 8-MAX.O.C., I HEIGHT \11
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS HEIGHT ANNEAL--EDD GLA---SS
IMPOSED ON THEM BY THE WINDOW.
7)DESIGN PRESSURES:
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. T `
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS I, B T I D
PER ASTM E1300. MAX. 4'MAX J I I 8-MAX.O.C.,ANNEALED GLASS
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED 5'MAX.O.C.,TEMPERED GLASS
DESIGN PRESSURE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD TYP-FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH L° •(TESTED-UNIT) (TESTED UNIT)
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9)REFERENCES:TEST REPORTS FTL-6482;ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION GUIDE TO TABLES:
AND ADM ALUMINUM DESIGN MANUAL. WINDOW GLASS DP O.C. DESIGN PRESSURE RATING I IMPACT RATING
SHAPE TYPE TABLE TABLE VARIES
10)THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES(FLANGE FRAME)OR 6001 SERIES(FIN FRAME). , NOT RATED FOR
SQUARE OR SEE SHEET 2 IMPACT RESISTANCE
RECTANGULAR ANNEALED 1 5
SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLMPERE
OCK SQUARE OR`TED 7 6�' GUIDE TO SHEETS:
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. RECTANGULAR _ _�a
GENERAL NOTES........................1
ARCHITECTORAL
F- WIDTH--I If WIDTH-- IF WIDTH---I SHAPE ANNEALED 1 7 ELEVATIONS................................1
Fes—WIDTH GLAZING DETAILS.......................2
T T T T ARCHITECTU TEMPERED 2 8 DESIGN PRESSURES..................2
F SHAPE INSTALLATION,FLANGE.............3
6/ /i/ INSTALLATION,INTEGRAL FIN...4
�� w STANDARDS USED:• ANCHOR SPACING,AN...............5 5. !
II - x ANCHOR SPACING,TEMP..........8 i--
1 1 _ 1 L J L •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION \
•ASTM E7300-09 ANCHOR SPACING,SHAPES......7
CORNER ASSEMBLY...................8
WIDTH WIDTH
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
IF )+ EXTRUSION PROFILES................8
•ALUMINUM DESIGN MANUAL,ADM-2010 Cs c..
�—WIDTH—�-I F--WIDTH �I T r� eAISI.5100.07/S2-2010 PARTS LIST..................................8 �S co ���t Florida
x w Y Yllr. v ex it
Arx�taau:
C7 C7 w •� .• }'jell,! .;i, ReHl-d By: Gate: Redafon: ex it Dai,.
/ L 1 L ; - %r JR 04/22/16 ADDED IG SPACERS w ��m
_L s a
l 1 Revised By. Date: Revhlon:
--I WIDTH WIDTH
.p Ar1+�.53
.�,- pj Deearfptfon: t PJ:gM,amy
T 5 d J� GENERAL NOTES&ELEVATION OOWSKI
_ = F-- WIDTH—� w S-.4i-OF C;`: .r.
c� F
x —I 1070 TECHNOLOGY DRIVE Till.. �•� °
x WIDTH fo r N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELS '4/01/11
P.O. BOX 1529
9� 7 = •-. ` NOKOMIS: FL 34274 Series/Model: Seole: Sh°•f: DroHrg No Rm
A.LYPNE'g5B705 PE CERT. OF AUTH. #29296 PW-220 NTS 1 OF 8 MD-PW220-01 C'
TABLE 1:
Design Pressure(psf)for all Fame Typos Glass:3/16"or 1/4"Annealed Glass,Monolithic or Insulated Frame:All Frame Shapes NOTE PRODUCr RcvisED
cs complying with 111e Florida
Long Side(n)a 53.665 65 57 60 62 65 68 72 75 80 84 90 96 102 110 120 130 144 145 Building Cede
1)TIP-TO-TIP DIMENSIONS FOR Acccphlnce Normo'
19 -+T74.2 +1-73.8 +1-73.3 +/-72.6 +1-72.1 +/-71.5 +1-71.0 +/-70A +1-69.9 +-69.3 -168.9 +/-68.3 +/-67.8 +/-6. +/-66.9 +/-66.3 +/-65.9 +-65.4 +/-65.4 FLANGE WINDOWS SHOWN,FOR FIN
EX intim Dale
20 +1-71,3 +1-70.9 +/-70.4 +/•696 +/-69.2 +f-68.6 +1-68.0 +1-67.4 +/•67.0 +/-66.3 +1-65.9 +/-65.3 +1.64.8 +1-64.3 +/-63.8 +1-63,3 +1-62.9 +/-62.4 WINDOWS OR BUCK DIMENSIONS,
22 +/-66.4 -1-65.9 +/-65.4 +/_64.6 +/-64-1 .1-63.5 +1.62.9 +1-62.3 +1-61.8 +/-61.2 +/-60.7 +1-60.1 +1-59.6 +1.59.1 +1-68S +/•5g.1 +r-57.6 SUBTRACT 1". By
24 H 62.3 +/-61.9 +f-61.3 +/-60.5 +1-60.0 +1-59.3 +/.58.7 +1-68.0 +1-57.6 +1.56.9 +1-66.4 +1-55.8 +/-55.3 +1.54.8 +!-54.1 +/-52.7 Wi-' a I'm
26 +1-58.9 +1.58.5 +/-6T.8 +!-57.0 +/-56.5 +/-55.8 +/.55.2 +/-53.4 +/-52,5 +/-50.9 +/-49.9 +/-48.4 +1.47.5 +!-46.7 +1-45.6
28 +1.56.1 +/-55.6 +1-54.9 -/-54.1 +/.53.5 +1.51.5 +/.49.5 +1-47.6 +/-46.6 +/.4.4.4 +1.43.2 +1-41.5 +/-40.6 +1.39.9
30 +1-53.7 -1-53.2 +1-52.5 -1-51.6 +1-50.6 -1-47.8 -1-45.5 +/-423 +1-41.6 +1-39.9 -/-38.8 +/-37.1 +1.35.9
32 -/.61.7 11-51.2 -/-50.4 +1.49.5 +1-48.71.1-45.91+1-42.8 +1-40.4 I+/-39.2 +1-37.0 +/•35.4 +/-33.2
m 34 -/.50.0 +1.49.4 -4-48.6 -/-47.6 +1-47.01+1-44.61-1-41,6 +/.39.3 +/-37.7 +1-34.91-14Z9,
t'D 36 +1.48.5 +1-47.9 +/-47.1 +/-46.1 +1-45.4 +/-44.2 +/-41.2 +1-38.8 +/•37.0 +/•33.7 Y ate- S
?; 38 +1.47.3 +/.46-7 +1-45,8 +1-44.7 +1.44.0 +/-43.2 +1.41.0 +1-38.4 +/-36.6
r
ie 40 +1-46.3 +1.45.6 +1-44.7 +1-43.5 +/-42.8 +f•41.9 *I-40.8 +/-38.31O O Cl)
42 +/-45.4 -1-44.7 +1-43.8 +1-42.5 +1-41.8 +1-40.81+!•40.o O'
44 +1.44.7 +/-44.0 +1.430 +/-41.6 +1.40.9 +/-39.9 TABLE DIMENSIONS MAYBE 0 Z N
1.e +/-41.2 *1.1.3.1. +/•42.3 ./•aD.9 +/-ao.t ORIENTED VERTICALLYOR m' o J
48 ./-43.7 +/-42.9 +/•41.8 +l-40.3 CO
HORIZONTALLY AS SHOWN. € W
W +1-43.5 H-42.6 +/-1.1.3 LONG p p 0 /
52 N-43.3 +l-42.3 SIDE a M
63.665 +1-43.3 �- LONG SIDE
TABLE 2: / W C1) O opo
Design Pressure(psiJ for ail Frame Typos Olass 3116"ori/¢"Tomporod Glass,.Monolithic orinsulated Frame:All Frame Shapes
SHORT
S DET Z tWil LLE -, _ g o
,Long Side�Qn)a'7�5 77S 80 82 84 87 BO 92 96 89 102 106 110 115 ` 120 125 130 131 144 145 + SHORT _ _ �r m�N
J-- SIDE f
"r)+/-84 " 850 +/-83.9 -53.3 +/-82.6 +-81.6 +-81.0 +/-80.5 + -75.2 + _7 -73. c e639
40 +/-84.0+/•83.6 +/-82.5 +/-81.8 +1.812 +-80 +A 79.5 +1-79.1 +1-782 H-77.5 +1-77.0 +1-76.3 +I-75.6 +1-74.9 M742 +1-73.11+1-7Z.4 +/- JQ
10 F•
42 +1-81.5 -1-81.0 +1-79.9 +1-79.2 +1-78.6 +1-77.7 +1-76.9 +/-78.4 +1-75A .1-74.6 .1-742 +1-73.5 +1-72.8 +/-72.1 *I-71.4 +1-70.31-1-69.01 q � � (n U)
44 +1-79.2 t/-76.7 +/-77.6 -1-76.9 +/-76.2 +1.75.3 +/-74.4 +/-73.9 +A 73.0 +/-72.3 +1-71.7 +7-71.0 +/-70.3 +1-69.8 +/-68.9 */-68.J +l-87.T LONG SIDE -�-- z z
46 +1-77.2 +1-76.7 +1-75.5 -1-71.8 +/-74.1 +1-73.1 +1-72-3 +1-71.7 +1-70.8 +/-70.1 +1-69.5 +/-68.7 y-68.0 -1-67.2 +1-66.6 +/-65.9
48 +/-75.4 +/-74.9-+/-73.7 +/-72.9 +/-72,2 +1.71.2 +1.7D.3 +1-69-8 +1-68.7 +1-6861 -1-67.4 +1.66.6 +/-65.9 +1-65.2 +f-64.4 ` � N
50 +/_73,6 +1-73,3 +1-72.0 +1.71.2 +!-70.5 +1-6965 +1-66.5 +I-68.0 +l-66.9 +1-66.2 +l-65.6 -1.64.8 +!-64.1 -1-63.2 (V W O
R7O
+l-72.4 +/-71.9 +/-70.5 +l-69.7 +-68.9 +/.87,9 +1.66,9 +l-66.3 +1-65.3 +/-64,5 +/-63.9 +l-63.1 +l-62.3 SHORT LONG N Q
c +/-71.1 +1-70.6 +1-69.2 +t-68.31+/.67.5 -1-66.5 +1-65.5 +1-64.9 +1-63,8 +l-6J.0 +/•62.3 +/-61.5 SIDE SIDE m LL Z N
e +/•70.0 +/-89 '1-68.0 +/-67.1 +1-66.3 +!-85.2 H•84.2 +1-63. C7 0
w .4 66.9880 +l-652 +/-Ba,O +/-63.0 H-62.3 +/-61.1 +1.60.3 o z � =N-67.6_'1/-66.0 +/-65.0 +1.64.2 +/-63.0 +/-61.9 +/-812 +/-60.0 '. ,� _+/-67.5 +/- '•/-fi5.2 +/-642 +/-63.3H-62.0 +!-fi0.9 +/-602+/-66.9 N-66.2 +!- +/•63.4 H-62.5 */-61 2 H-60.0m � X+1-66.3 +/-fi5.8 +1-63.B +/.fi2.7 +l-fi1.8 +/-60.42 W+/-65.9 +/-65.2 +f-63.3 +/-62.2 +/-61.1 SHORTo+/-65.6 +7-64.8 +/-62.9 +/-61.7 SIDE IT
72 111-11+1 +/-64.6 +1-65.5 m
75.894
I"NOM.GLASS STACK
(2)3116'OR 114"ANNEALED 3/4'NOM.GLASS STACK Z wOR
OR 114"ANNEALED �I O 3116'OR 1/4'ANNEALED czi , �-
OR TEMPERED GLASS 10 I r OR TEMPERED GLASS -� 3 1+ d.
OR TEMPERED GLASS �r- � �- o:
10 Z
019
3 6 3 �i � g 3 6 9.T�..,
3B"NOM. 11 318"NOM. 318"NOM.
1 2 GLASS BITE 1 2 (� GLASS BITE 1 2 GLASS BITE ,�p �-'l�''ll�l q,,
16 47 EE SH16
EET 8 4-7 SEE SHEET 8 -
td�}f ,e,.
1"I.G. GLAZING
MONOLITHIC GLAZING DETAIL DETAIL FLANGE OR 3/4"I.G. GLAZING DETAIL
FLANGE OR INTEGRAL FIN FRAME INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME ^ k•.
(FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN) "A;LyNN,tll;
' NIILi.kIY,P.E.
P.E. 58705
INSTALLATION DETAILS FOR FLANGE FRAMES 2XWOODBUCKSTRIP,
SEE NOTE 2,THIS SHEET—�
EDGE DISTANCE - EMBEDMENT TOTAL ANCHOR - ,v CONCRETE/CMU PER
TYP.ANCHOR TYPE,EMBEDMENT 1/4"MAX CANTILEVER,532" ANCHOR
2X WOOD BUCKSTRIP -- `—AND EDGE DISTANCE PER SHIM ^ REQUIREMENT
OR FRAMING,SEE SUBSTRATE,SEE TABLE 3,THIS SHEET /-IJ / -
NOTE 2,THIS SHEET ++ 10 17 19 B
EXTERIOR EDGE
INSTALLATION (� DISTANCE --
OPTION A EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT
INSTALLATION ' CONCRETEICMU PERAND EDGE
_" i 8 ANCHOR \V SUBS RATE,ISEE TAB E 3,THIS SHEET
ANCHOR REQUIREMENT
THROUGHTHE
FRAMETYP.ANCHOR TYPE, XL
•�,
114 MAX EMBEDMENT AND EDGE •°
1 SHIM DISTANCE PER SUBSTRATE, INSTALLATION
SEE TABLE 3,THIS SHEET EDGE OPTION C _
10 ° •'- DISTANCE INSTALLATION
INSTALLATION ANCHOR ON TOP OF i
16
OPTION'O EXTERIOR VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11116" 3 THE BEADING
INSTALLATION I-I WINDOW BUCK WIDTH
ANCHOR ON TOP OF �J TIP-TO-TIP WINDOW WIDTH I EMBEDMENT
THE BEADING
WINDOW 17 HORIZONTAL SECTION A-A
BUCK
HEIGHT II �{ '►- 114"MAX.SHIM
TIP-TO-TIP #12 STEEL
WINDOW SELF-DRILLING TABLE 3:
HEIGHT VISIBLE SMS(GS),SEE _
LIGHT I 19 TABLE 3,THIS Anchor Anchor Substrate Min.Edge Min.
HEIGHT= SHEET Group Distance Embedment
WINDOW I� �I _ 114'410 SS Concrete(min.3.35 ksi) 13/4' 1"
BUCK A CreteFlex Ungrouted CM U,(ASTM C-90) 2-1l2" 1-1/4"
HEIGHT- I INSTALLATION 16 114"Steel Ultracon Ungrouted CMU,(ASTM C-90) 1" 1-1/4"
1.1v16" I METHOD E
` 8 INSTALLATION --'e,F:Southem.PJne_(SG-x,.55)---,9/16" 1318"
ANCHOR 8 #,12 SteelScrew 1 F.'Aluminum,6063-T5 min. � 3/8" 118"
II 11 UNDERNEATH / (G5•�J:� "7—Steel Stud,,Gr.•-33 min.-----y 3/8" 0.0346"(20 Ga)
INSTALLATION THE BEADING A36 Steel 3/8" 118"
OPTION B �. 1l4"MAX SHIM MIAMI-DADE APPROVED MULLION 114'410 SS P.T.Southern Pine(SG=.55) 1" 1.316"
I (SEE SEPERATE NOA),ALUMINUM, EXTERIOR
INSTALLATION 0 CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/7' 1.1l4"
.ANCHOR STEEL FRAMING OR STEEL STUD. ��II
UNDERNEATH SEE SUBSTRATE PROPERTIES, �J P.1--se;
.Southern Pine(SG=.55) 1" 1-3/9'
TT TABLE 3,THIS SHEET 114"Steet Ullracon Concrete(min.2.7 ksi) 1" 13/8"
THE BEADING \ } 2X WOOD BUCKSTRIP,
I SEE NOTE 2,THIS SHEET
• CONCRETE PER - r`
EMBEDMENT ° ANCHOR
REQUIREMENT f6DL'JG'1` {SED
ompl}'ing
with the Florida
° L Om
, tYapt0506.0p3
`I• EDGE TYP.ANCHOR TYPE,EMBEDMENT ,;,f„4 •I�i'It;/i,� Revised By: Date: RBV1e(an: - a 4I
--7 DISTANCE �- `—AND EDGE DISTANCE PER i. NO CHANGE THIS
SUBSTRATE,SEE TABLE 3,THIS SHEET •` �i- -:{<••;'•�•`? '�. JR 04/22/16 tr•
.••,}r,-- -� SHEET
NOTES VERTICAL SECTION B-B ;; Revised By. Data: Revision: fs;
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. _ -••:.� %Pref:, t �. `x-.
® Desanptfon: Dra(vn By:
TTM
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3;THIS SHEET.ALL WOOD BUCKS LESSTHAN 1-1/2"THICK L W
�I-` :'._ FLANGE FRAME INSTALLATION DE,l It J ROSOWSKI
ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. /// '• '
^.��?•'• 1070 TECHNOLOGY DRIVE rifle: Dote:
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO 7,:;;:;!L", .,e'' . N. VENICE, FL 34275
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE p,0. BOX 1529 FIXED WINDOW INSTALLATION GUIDEL_ - 4/01/11
ENGINEER OR ARCHITECT OF RECORD, 5:; `'�'' NOKOMIS: FL 34274 Series/Modeh Scale: Sheet: Dmwing'No. Rer.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. A.LYNN MILL�R,P.E. CERT. OF AUTH. #29296 PW-220 NTS 3 OF 8 MD-PW220-01 C
P.E.#58705
INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGEDISTANCE
EDGE DISTANCE EDGE
DISTANCE — 1/4'MAX SHIM 1/4"MAXSHIM —�{ -- DISTANCE
2X WOOD BUCKSTRIP OR FRAMING, \ i I 2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 2,SUBSTRATE-APPROPRIATE \ SEE NOTE 2,THIS SHEET
HORIZONTAL SECTION C-C
TYP.ANCHOR TYPE, EMBEDMENT 1
EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP OR
DISTANCE PER SUBSTRATE, EDGE I FRAMING,SEE NOTE 2, I
SEE TABLE 4,THIS SHEET DISTANCE I THIS SHEET / / LJ B INSTALLATION
INSTALLATION J � 17 19 INSTALLATION
EXTERIOR EDGE I 10 I EMBEDMENT ANCHOR
OC OPTION NAE)
�--- DISTANCE OPTION D — -- — ---- --_ —
' INSTALLATION EMBEDMENTI /
I ANCHOR(SCREW) I — — --- THROUGH THE FIN
THROUGH THE FIN I
1/4"MAX SHIM
2 / TYP.ANCHOR TYPE,
1p TYP.ANCHOR TYPE, 3 EMBEDMENT AND EDGE
EMBEDMENT AND EDGEEXTERIOR_ DISTANCE PER SUBSTRATE,
DISTANCE PER SUBSTRATE, SEE TABLE 4,THIS SHEET
n �I
SEE TABLE 4,THIS SHEET
VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1.11/16-
17 WINDOW BUCK WIDTH
WINDOW
BUCK /--(2)WITH FINS REMOVED
HEIGHT
VISIBLE I� II 19 #10 STEEL 1/4"MAX.SHIM MULLION SECTIONLIGHT
HEIGHT= SELF-DRILLING __— ?¢r`
(
MIAMI-DADE APPROVED MULLION, 16 $
WINDOW I SMS GS) (SEE SEPERATE NOR),MAY BE ,,,il '
BUCK VERTICAL OR HOR¢ONTAL. EXTERIOR 14
HEIGHT- Ir 114"SHIM.SEE SUBSTRATE
1-11/16" - -- -- PROPERTIES,TABLE 4,THIS SHEET. _
EXTERIOR
11
1!4"MAX v �16 TABLE 4: y
SHIM Min.Edge Min.
Anchor Substrate Dolan- Embedment
ALUMINUM/STEEL FRAMING OR STEEL
STUD.SEE SUBSTRATE PROPERTIES. 2-1/2"x.1 13"Box Neil P..boumern ine(SG=.55) 5116" 2-7/16"
16 EDGE TABLE 4.THIS SHEET. 2.112"x.131"Common Nail P.T.Southern Pine(SG=.55) 316" 2-7/16"
DISTANCE 2-1/2"x.145"Rooflng Nall P.T.Southern Pine(SG=.55) 3/6" 2-7/16"
TYP.ANCHOR TYPE, P.T.Saulham Pine(SG=.55) 7115' 1-318'
EMBEDMENT AND EDGE EDGE DISTANCE Aluminum,606375 min. 3re" 116"
DISTANCE PER SUBSTRATE, d10 Steel SMS /\J f
SEE TABLE 4.THISS HEET Steel Stud,Gr.33 min. 316' 0.0346"(20 Ga) PRODUCT REVISED
]
EMBEDMENT A36 Steel 316" 118" Bscom
p ynts with the Fierida
Building Code
INSTALLATIONLxiettmOat O5lf00
OPTION E ;�\ �• Revised By. Date: Re�vJs1 on•
INSTALLATION VERTICAL SECTION D-D -'{''.�;y"•�-t`•`'` ���' NOG`HANGETHIs ey
JR 04/22/16 SHEET Miser Dadehoduct
ANCHOR(NAIL) \• Revised By. Date. Revision:
THROUGH THE FIN
. tS_ ® Description: Drown W.
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
NOTES 1070 TECHNOLOGY DRIVE Title: Dote:
J',�.'.'•. ,�'; \`•)'��..; N.VENICE. FL 34275
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE P.O. BOX 1529 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ' (';;� '�`��v�' NOKOMIS, FL 34274
Sertes/Model: Scale: sheet: Drvwing No. Ro,
2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 PW-220 NTS 4 OF 8 M D-PW220-01 C
P.E.N 58705
TABLE 5:
PRODUCT REVISED
Maximum Anchor Spacing Allowed, In Glass:3/16"or 114"Annealed Glass,Monolithic or Insulated Frame:Square or Rectangular s compty;,b w;htl eFiaride
P 9 ) Q 9
3nilding Code
aV1•bo I�a.05o O'j
Long Side(in)O 53.6755 57 ;60" 262 65 68 72 75 80 84 90 96 102 110 120 130 144 145 I__
spiration Dare �21
Dy
Anchor Group*`A B& A B& A B& A B& A,B&C A, &C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C Miami eProduct Curr
Short Side 16 16 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 16 16 16 16 16
19
She
16 16 16 18 16 16 16 16 1fi 16 16 16 16 i6 16 16 16 16 16 18 18 18
20 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 V
16 16 16 16 16 16 16 18 16 16 18 16 16 16 16 16 16 16 16 16 16 Y 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1622
16 16 16 16 16 8 16 16 16 16 16 16 16 16 16 15 16 16 16 16 O W 9,24 16 16 16 16 16 16 16 16 18 16 16 16 16 16 18 16 16 16 � _Z N
16 16 8 16 16 16 16 16 16 16 16 16 16 18 18 i6 18 16 16 18 J [u
e 16 16 16 8 16 1fi 16 16 16 16 16 16 16 15 16 16 16 16 i i W ,l
26 e 16 16 18 1 6 16 X16_is-, 16 16 16 16 16 16 16 18 16 16 16 - �;(�
e 1116 16 16 1fi 16 BF '16'--16 16 16 16 16 16 18 16 16 16 16 u) fA (�28 e'16 16 16 16 16,�B16,.ry 16 16 16 16 16 16 16 16 16Oe 16 16 16 18 18 16'-16 `16-' 16 76 16 1fi 18 16 16 16 16 W F- _30 e 16 6 16 16 16 16 18 1 16 16 18 16 16 16 16 16 16 Z We 1 16 16 16 16 16 16 16 16 16 16 16 18 18 18
32 Long Side 16 16 1616 16 16 16 16 16 16 16 18 16 16 16 18 �O ii Q Q
Short SItl 16 16 16 16 16 16 16 16 16 16 18 16 16 16 .Z34 > (, f—
a CO
Long Side 16 16 16 16 16 16 16 16 16 16 18 18 18 16 16 z
Co
Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 �p Z Z
36 U
N Long Side 16 16 16 16 16 16 16 16 16 16 16 16 15 16 Q O
Short Side 16 16 16 16 16 16 16 16 16 18 16 16 16 N C
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 c 4 E Z
N
40 Short Side 16 18 16 16 16 16 16 16 16 16 16 16 a O c3 O N
Long Side 16 16 16 16 16 16 16 16 16 16 16 16 _
42 Short Side 16 16 16 16 16 16 16 16 16 18 16 0 n o .�U LLLJ \D-
Long Side 115.9 1 16 16 16 15 16 16 16 16 16 16 •�- U Z X t
Short Side 16 16 16 18 15 16 16 16 16 16 a: Q r=LL44 rn
Long Side 15.4 16 15.61 16 1 16 16 16 16 16 16
46 Short Side 16 16 16 16 1 16 16 16 16 16
Long Side 14.9 16 15.2 16 15.5 16 16 16
46 Short Side 16 16 16 16 18 16 16 16
Long Side 14.4 16 14.7 16 15.1 18 15.6 16 p
so Short Side 16 16 16 16xo
Lon Side 13.9 16 14.2 16 14.6 16 X r;m t
52 Short Side 15.8 16 16 1 �o r'
Long Side 13.4 16 13.7 186 0 p a.
Short Side 15.2 16 o Z =
'7 Long Side 15.21 16NOTES
c
USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE TABLE DIMENSIONS MAY BE &88cq$ a: .rt,),I l::;)
GLAZED WITH ANNEALED GLASS. ORIENTED VERTICALLY OR ` \,
HORIZONTALLY AS SHOWN.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT LONGY "
DIMENSION SHOWN ON THE TABLE. SIDE
�— LONG SIDE
3)FOR ARCHITECTURAL SHAPE WINDOWS,USE THE TABLES ON SHEET 7.
4)THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE SHORT
ACCURATE RESULT FROM THE TABLE(SEE FIGURE,THIS SHEET). SIDE ,',•�,;� ; r}
5)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN.FOR FIN WINDOWS OR SHORT I— ' %[�"' `
BUCK DIMENSIONS,SUBTRACT I'. SIDE r� A.LYNN.M-.
IL 705 P.E.
P.E.q 56705
Shan Side(In) _r—Short Side(in) 'y D
d 00 an
m ff m
r y NN r'N e NN r N �y +N NN roN N N aN a my mN N r'N r'y my w' N N r N r N N
�5a omy o omooy S�ne6s 5 6 6� 0 9 aa� 0
> a a S ama a0 ma ®ami 3m�mSm'ama m'zm � m'�m8 �mSm �
QjN N_N_N_N N_N_Hy NyNNNN0 yy a.•-, ca Ny_ nINN N�!NN N_ _ N N y N NN�?NNy y yNY{la NN N N_Ny N,y'o fA
–
80 n 1� �IOII',0
oN� 'D D °D
b
a N m -8. 8 P 8 818 8 8ld
m m~
0 81
o D W a N o,F D�1
Z:V J
oIJC
m0 m0
'D o D
ui.,a m$
0,0 o,oa. Wom m0
N> �>
N 0 y p N c a N w
_ W`
mn � yN Or i
O O
D
A A
m�� A u Fv ma+ m
'm y c olo o, I
vD L'1 ...y b
min
-ld w
w w
m 6 m 6- N m A'p P -- -mmr 0
o D
0 0
m y $ m p $
e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
–– y ^ 1*1 y o
w w,
m–y C A m a m
o W -�N u W-
-0 a 0 a
y D
mmw 5a,
y0 W0
m T
a a
is 8 tiD a
g a0
uFnu O1m'8'
m
a
O10000 Wow mom m0 0
aND m �I
-mw
d �
O oz- m(7my mT 3mT C�Ojnc O
0 m p Oy Tc:m m Sp 2 mX m>m N
A* m i z
m� 0;uy A.n pmopiZ j zjm �c
ip Nmm Z.-00 'm00 0°-=-1 iaz xpD
L
ON z�� =cod No p5p m:m
zm- yzm mr p gm� -m
vex z OZ cin pm =rm- N� zzm� mvo
mw O rmy a,pz MO-> x� z�� map
,y to {p0 �'-�N 9zz mv' oz pmy
m U)0z OZp rx>O yx m2-w r�r
ND –Izp mom Dp0c N>p
O`GOR mmy Z m=p NAm
} m mm
z�m go m O m O
1 ppm { N -10
�,�`,- Revised By. Data: Revision: Dra—W. 7 0: r>
= JR 04/22/16 NO CHANGE THIS J ROSOWSKI s o
SHEET
> Revised By. Dote: Revielon: Drown Data. t ;5.0 w'=C
k s n �
'
o '; ,'." 4/01/11 ti °
it
m z,t Description: Q'
ANCHOR SPACING,TEMP. GLASS o
' 1070 TECHNOLOGY DRIVE TiDe:
N.VENICE, R,34275 FIXED WINDOW INSTALLATION GUIDELINES U'
m :,�,L+r ...• P.O. BOX 1529
y_cE N 4 R 34274 Serial/Modal: Scale: Sheet: Dram''` Rev: VNVj
"' 0
CER' 'Uhl. #29296 PW-220 NTS 6 OF 8 MI; 1220-01 C "
TABLE 7:
Maximum Anchor Spacing Allowed forall Frame Types,(In) Grass:3116"ort/4"Annealed Glass,Monolithic orinsulated Frame:Architectural Shapes as'compl-npl i REVISED
ying trill the Fluridc
Long Sid.(in)b 53.66555 57 60 62 65 66 72 75 80 64 90 96 102 110 120 130 144 145 iinildin8 C.&
ricc4p,ancc No 16-0505 03
AnchorG=pn A C A BC A BC A 9C A. II. A. &C A,B BC A.BSC A,8&C AB&C A,B&C A,8&C AB&C A.9&C A,B&C A,B&C A.8&C A,8&C l��pErali0n f0atr )
19 16 16 is 16 18 16 16 16 16 16 16 16 16 16 i6 16 16 i6 16 16 16 16 16 B'
20 16 16 16 16 16 16 16 16 16 16 i6 16 16 16 16 16 16 16 16 76 16 16 n7ttin'•:u=Zradln:[CCntrol
22 16 16 is 16 to 16 78 16 16 16 16 16 16 16 56 16 16 16 16 16 16
24 16 16 16 16 16 16 16 16 16 16 16 16 IS 16 is 16 16 i6 16 16
26 18 16 16 16 16 16 16 16 16 16 16 18 16 70 16 16 16 16 16
28 1fi 16 16 16 16 16 16 76 16 16 16 1fi 7s 16 16 76 18 16 U
30 16 16 16 16 16 16 16 16 16 18 16 16 18 19 10 16 16 Y S
32 1fi 16 16 16 16 16 16 16 76 16 78 i6 16 16 i6 t6 j
r r
y 34 16 16 16 16 16 16 16 16 16 16 16 16 16 18 18 NOTES O O W O
36 16 161 16 16 is 16 16 16 16 16 16 16 16 -16-1
w 38 16 is 16 16 16 16 16 IS 16 1s 16 16 16 1)USE THESE TABLE FOR ALL ARCHITECTURAL 0 z N
ao 1G 16 1s 16 16 t6 16 16 76 16 's 16 SHAPE WINDOWS.TABLE 7 IS TO BE USED FOR $ J -
42 t16 16 16 16 16 16 16 16 16 16 1s ANNEALED GLASS;TABLE 8 IS TO BE USED FOR ; F W
44 154 16 15.6 16 t8 t8 16 16 16 t6 TEMPERED GLASS
46 14.9 15 15.2 16 75.5 i6 16 16 15
48 14.4 16 14.7 16 15.5 1s 16.6 is 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT Z Ur
so 13.9 16 14.2 16 14.6 16 AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 2 O Z
52 13.4 16 13.7 16 ON THE TABLE. H
53.665 15.2 16 W O 00
3)FOR SQUARE OR RECTANGULAR WINDOWS,USE (D W W LL
THE TABLES ON SHEETS 5 OR 6. Q d Q y O
TABLE 8: = Q J
Maximum AnchorSpacing Allowed for all Frame Types,(in) Glass:3116"or 1/4"Tempered Glass,Monolithic orinsulated Frame:Architectural Shapes 4)THE WINDOW WIDTH AND HEIGHT MAY BE 0 o U) Q ~
REVERSED TO OBTAIN AMORE ACCURATE RESULT Z S �,
Lmg Side pn)b 75.894 77 80 82 84 87 90 92 96 99 FROM THE TABLE(SEE FIGURE,THIS SHEET). (n fn
Anchor Group D A B C A 1 B 1 C A B C A I B C A ,B C A I B C A B C A B 1 C A B C A I B I C 5)USE THE SPACING SHOWN ON THE TABLES FOR CO Z Z 8 Z
39 9.1 13.8 16.0 9.1 13.9 18.0 9.2 14.1 6.0 9.3 14.2 16.0 9.4 14.3 111.0 9.5 14.4 1fi.0 9.6 14.8 9.6 14.7 16.0 9.7 14.8 16.0 9.8 14.9 18.0 THE ENTIRE WINDOW FRAME. � V � 0
40 9.0 13.7 16.0 9.0 13.8 16.0 9.2 13.9 16.0 9.2 14.1 16.0 9.3 14.2 i16.09.4 143 16.0 9.5 14.5 18.0 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.8 16.0 N Q O
42 8.8 13.5 16.0 8.9 13.5 16.0 9.0 13.7 16.0 9.1 13.6 16.0 92 13,9 18.0 9.3 14.1 16.0 9.4 74.3 16.0 9.4 14.6 16.0 9.5 14.5 18.0 9.6 14.7 16.0 6)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS N d !]
44 a.7 13.2 16.0 8.7 13.3 16.0 8.9 13.5 16.0 8.9 13.6 16.0 9.0 13.7 16.0 9.1 13.9 180 9.2 14.1 16.0 9.3 14.1 16.0 9.4 14.3 16.0 9.5 14.5 16.0 SHOWN.FOR FIN WINDOWS OR BUCK DIMENSIONS, " t�
46 8.5 13.0 16.0 8.8 13.0 16.0 8.7 13.3 16.0 8.8 13.4 ifi.0 8.9 13.5 16.0 9.0 13.7 16.0 9.1 13.8 16.0 9.2 13.9 16.0 8.3 14.1 16.0 9.4 14.3 16.0 SUBTRACT 1". o O O Z N
48 8.4 12.7 16.0 8.4 12.8 16.0 8.8 13.0 15.0 8.6 13.2 16.0 8.7 13.3 16.0 8.8 13.5 16.0 9.0 13.6 16.0 9.0 137 16.0 9.2 13.9 16.0 9.3 14.1 16.0 ���(((''' O -->rr
50 6.2 12.5 16.0 8.3 126 18.0 8.4 12.8 18.0 8.5 12.9 16.0 8.6 13.1 16.0 8.7 13.3 16.0 8.8 13.4 76.0 8.9 13.5 16.0 9.0 13.6 18.0 9.1 13.9 16.0 TABLE DIMENSIONS MAY BE } o= 8 7
62 8.0 122 16.0 8.1 123 16.0 8.2 12.8 16.0 8.3 12.7 16.0 8.4 12.6 16.0 8.6 13.0 180 8.7 13.2 19.0 8.8 133 16.o e.g 13.6 16.0 9.0 13.7 16.0 ORIENTED VERTICALLY OR I m IY U W IL
` 54 7.9 12.0 16.0 7.9 12.1 16.0 8.1 12.3 16.0 8.2 12.5 16.0 6.3 12.8 16.0 8.4 t26 18.0 8.6 13.0 16.0 8.8 13.1 180 5.B 13.4 16.0 8.9 13.5 16.11
56 7.7 11.7 16.0 7.6 11.8 16.0 7.9 12.1 16.0 8.0 12.2 16.0 8.1 12.4 18.0 8.3 128 16.0 8.4 12.8 16.0 8.5 128 16.0 8.7 13.2 16.0 8.8 13.31_18.0 HORIZONTALLY AS SHOWN. •s Z _X z
58 7.6 11.5 15.7 7.6 11.6 15.6 7.8 11.9 16.0 7.9 12.0 18.0 8.0 12.2 18.0 8.1 124 16.0 8.3 12.6 16.0 8.4 12.7 16.0 8.5 13.0 16.0 8.6 13.1 16.0 LONG
R Q ( FL
V
W 7.4 11.2 15.3 7.5 11.4 15.5 7.6 11.6 15.8 7.7 11.8 ifi.0 7.9 12.0 16.0 6.0 12.2 16.0 8.1 12.4 16.0 8.2 125 16.0 8.4 12.8 16.0 SIDE
`A 62 7.2 11.0 15.0 7.3 11.1 15.1 7.5 17.4 15,5 7.6 11.6 15.8 7.7 11.7 18.0 7.9 120 18.0 8.0 12.2 16.0 8.1 12.3 16.0 �- LONG SIDE m
64 7.1 10.8 14.7 7.1 10.9 14.8 7.3 11.2 15.2 7.5 11.3 15.4 7.s 71.5 15,7 7.7 11.8 16.0 7.9 12.0 16.0 -t- 0 o N n a
fib 6.9 10.5 14.3 7.0 10.6 14.5 7.2 10.9 14.0 7.3 11.1 15.1 7.4 11.3 15.4 7.6 11.5 15.7 1 <N a N
68 8.7 10.3 14.0 6.8 10.4 14.1 7.0 10.7 14.6 7.2 10.9 14.8 7.3 11.1 15.1 SHORT n qb
70 6.6 10.0 13.7 6.7 10.1113.81 6.9 10.5 14.3 7.0 10.7 14.5 SIDE
72 6.4 9.8 13.3 6.5 8.8 13.5 84 9.8 13.3 SHORT
74 8.3 9.5 13.0 8.3 9.7 13.2 � .-SH E w-O2
75.894 116.4 1 10.0 1 13.9
z g
TABLE S.CONT.:
Maximum AnchorSpacing Allowed for al)Frame Types,(in) Glass:3/16"or 1/4"Tempered Glass,Monolithic or Insulated Frame:Architectural Shapes 1 111'
Long Slde ft)D 102 We 110 115 120 125 130137 144 145 "+ ,•r•`( ....... /'�(
�°' �;EiJ3F .Fl1r
Anchor Group 4 A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C -
39 9.9 15.0 16.0 10.0 1 6.0 15.3 16.0 10.1 16.0 10.2 1.8 16.0 D.3 1.7 6.0 1 15.8 16.0 10.5 15.9 18. 10. 16.0 16.0 10.8 6. 16.0
40 9.8 15.0 16.0 9.8 15.1 18.0 10.0 15.2 18.0 10.1 15.4 16.0 10.2 15.5 18.0 10.3 15.6 16.0 10.3 15.7 18,0 10.4 15.9 1fi.0 10.5 16.0 16.0
d2 9.7 14.8 16.0 9.8 14.9 18,0 89 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.5 1s.0 10.2 15.6 16.0 10.3 15.7 18.0 _
q4 e.6 74.6 16.0 B.7 14.7 18.0 9.8 14.9 18.0 9.8 15.D 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.4 18.0 ,
$ 46 8.5 14.4 16.0 9.8 14,6 16,0 9,7 14.7 16.D 9.8 14.9 18.0 9.9 15,0 18.0 1D.0 15.2 18.0
48 9.3 14.2 16.0 9.5 74.4 i8A 9.6 14.5 16.0 9.7 14.7 16.0 9.8 14.8 16.0 ....
•
50 9.2 14.0 16.0 9.3 14.2 16.0 9.4 14.4 16.0 9.6 14.6 16.0
52 B.1 13.9 ifi.0 9.2 16.0 16.0 9.3 162 18.0 1:E'st tt-
54 9.0 13.7 16.0 9.1 13.9 16.0 /i,}`•!1�:,?..,';1`
56 8.8 13.5 16.0
E �• A.LYNN'MILLER,P.E.
P.E.#58705
f
2.000" —�
062°
90°CORNER ANGLED/CURVED �z 90°CORNER .844"
1 FRAME FRAME �j j FRAME I ANGLED/CURVED +
282"
ASSEMBLY ASSEMBLY ASSEMBLY I I FRAME 844" .500"
7J 1 ASSEMBLY •L I
9 rSCREW
.062'FLANGE 6 63-7 2 ALUM NUM
2.000" aw
2.344' 282-2 � T_
14 15 MITERED FRAME FRAME 1 125-
1 FRAME
ITH FRAME LDSAT
WELDS AT -050"
OSSES
SCREW BOSSES
OINTEGRAL FIN FRAME
ASSEMBLY DETAILS FOR FLANGE FRAMES ASSEMBLY DETAILS FOR FIN FRAMES 6063•T52 ALUMINUM
TABLE 9: ki .735"
SILICONE
---
SILICONE HOT-MELT BUM
STRUCTURAL Item PGT PGT Oeaviption
SILICONE 9 Dwg.O Partll .500" .055"
STRUCTURAL 3116"NOM.
POLYISOBUMEN 114'NOM. FOAM 1 502 66342 Fang Fume
WITH DESICCANT WITH 2 527 69097 IntFin Frame } O GLAZING BEAD
DESICCANT Glazing
3 503 61166 Glazizi ng Beed - 6063.75 ALUMINUM
EXT.GLASS EXT.GLASS 4 See IWs Kammeling 4SG TPS Spacer System
5 Street Duane(Super Spacer O f with Hot Melt Butyl
6 liar Ouanex Dmese l
7 Matedets Cardnal)t Edge Spacer .
B Daw 899 Silicme or Equkalem
INT.GLASS INT.GLASS 9 589 70589C Gasket(at 90'comerjolyds) k 1 y
10 1708 61308K Closed Cell Foam Tape aPa
KODISPACESUPER 11 . 1052 71052K Setting Black 1/1B'x 3/4'x 1"
0 4SG TPS (DSPACER�NXT'"" 12 1255 712651K Setting Block 1116"x T18°x 1.112'
14 1181 7834AA 118 X314"PH PN SMS
15 781 PSTX 48X314"PHPNSMS-S.S.
ALUMINUM 16 1012 7PWSW #6 X718•PH FH SMS @ 10.1/Z'O.0 Typ.
REINFORCEMENT 17 3'76"or 114"Giess
POLYISO- DESICCANT FILL AREA -� i
BUTYL 18 34"IG Glass(w2h 3116'or 114°) PRODUCT REVISED
5116°NOM. 19 1"IG Glass(wdh arts c 114') ss—pty;n8 month the Fhaide
5116'NOM.
SEAL Daildimg Code
BUTYL& SILICONE SEAL •�� - A—pt.
ny((a•0y0$.03
n
ROLL-FORMED Lhrp+ratio I Data �Q2 f
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EXT.GLASS q'• Revised By: Date. Ravlslon:
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INT.GLASS Description: Drawn W.
INT.GLASs _ Ur I rail ® BOM&CORNER ASSEMBLY DETAILS J ROSOWSKI
"i -�`U�T`t't-p7 •.��'/:� 1070 TECHNOLOGY DRIVE T6.: Date.
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SPACER SPACER °''�?bid A'U NOKOMIS: FL 3427a
f Series/Madel: Seale: Sheet Orcwing NoRev:
A�L�tJNMiLLER,P.E. CERT. OF AUTH. (/29296 PW-220 NTS 80178 MD-PW. 22O-01 C
P.EX 58705