HomeMy WebLinkAboutRevisions FHA _DIAGRAM;SHEET
NO CHANGE IN
FENESTRATIGN YROPOSEO. _- --- _ ltasingdrrapr avom�r MEASLMNG TECH U ASURE DATE
SIZE FOR SIZE. w�oc'�rRwa FRANCISCO 11/912098
aWOMM NAME FNII lEA1S 111UNI R: T11PH`G�PROFpiTY.- '" RGOF ti W&, 110GR NUMBER; :_..7Q?AL QF fiRiORS
ROSENDAHL 780197 HOUSE 18 2 L2
REVISING PERMIT BY REPLACE NOA 17-0411.06 TO
NEW NOA 18-0627.01 EXISTING OP
6 SIZE FOR SIZE
73-3/4 X 63
(+65/-72.2)
NOA 18-0627.01
ZONE 5
O SHGC:0.5
OF:1.06
f�1f.SED t.
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MIAMI•DADE MIAMI-DADE COUNTY
Mom 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 Hi h Velocity Hurricane Zone.-
SCRIPSeries"HR7710A"Aluminum Horizontal Roller Window—L.M. .
APPROVAL DOCUMENT: rawmg o. - , tit e "Aluminum Horiz. Roller Install (LM)",
sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
i
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
i 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.
j 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.
i
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 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.
OA No. 18-0627.01
MIAMI•DADE COUNTY
Expiration Date: ugus 23
41001 11r,7 18 Approval Date: August 23,2018
Page
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM); sheets 1
through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
i
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 an aluminum horizontal
sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS 1�
1. Anchor verification calculations and structural analysis, complying with FBC 6th 1
Edition (2017), dated 06/18/18 and updated on 07/25/18,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
i
Manuel er z,P.E.
Product Contr 1 E aminer
NOA N"-0627.01
Expiration Date: August 23,203
Approval Date: August 23,2018
E-1
i
I
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc.. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS cn
1. Statement letter of conformance to FBC 6 Edition (2017), dated July 25, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed
by Manuel Perez, RE
G. OTHERS
1. None.
i
Manuel Pe ez P.E.
Product Control xa iner
NOA No- 1 - 627.01
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-2 '
I
f
SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODU T HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIES PER GLASS TYPE, LARGE&SMALL MISSILE
FLORIDA BUILD! G CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). QUANTITIES, 12" SEE TABLES 2.11 IMPACT RESISTANT
SEE TABLES 12-14 23" —� O.C. 9"
2)SHUTTERS A E NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS O-C- -- B
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BETEMPERED. ^� USER INSTRUCTIONS:
3)FOR MASONF Y APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED --Y' 1)DETERMINE THE SITE SPECIFIC,WINDOW
MASONRY ANC OPENING'S DESIGN PRESSURE REQUIREMENT ORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 4PProval ffimmPlyfo.^w11►tic
CONCRETE MAE ONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FROM ASCE 7. Fterfda g din C
4)ALL WOOD 8 CKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS 76" A A 2)KNOWING YOUR GLAZING OPTION(TABLE 1), 7 '$1
ARE OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12" OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE yfr y prc u_Ck C"
THICK OR GR ER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69" 69" I YOUR WINDOWS DESIGN PRESSURE FROM TABLES
TRANSFER LO S TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FIXED i 2-11.IT MUST EQUAL OR EXCEED THE DESIGN
OF THE ENGINE R,(EOR)OR ARCHITECT OF RECORD,(AOR). 75' VISIBLE VISIBLE ---LLL... PRESSURE REQUIREMENT FOR THE
BUCK LIGHT / LIGHT / 22-112" WINDOW OPENING OBTAINED IN STEP 1.
5)ANCHOR EME EDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT O.C.
ANCHORS OF S JFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-3/8" 3)DETERMINE THE ANCHOR QUANTITY FROM
TABLES 12-18.
SEALED.OVE LL SEALING 8 FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 343!8"FIXED �
DONE BY OTHE S AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT
LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE z
6)114"MAX.SHI S ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION,SHEET 16 FOR EQUAL LEG
INSTALLATION OR SHEET 17 FOR INTEGRAL FIN
THE SUBSTRA .USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
INSTALLATION.
7)DESIGN PRE BURIES: 9 MAX
A.NEGATIVE SIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS SEE WEEPHOLE�B t(8.12" NOTE:DESIGN PRESSURE RATING DETERMINATION W z y
PER ASTM E130. NOTES THIS SHEET MAX. IS THE SAME PROCESS FOR ALL FRAME TYPES > 0 m
76"OVERALL WIDTH (FLANGE,INTEGRAL FIN OR EQUAL LEGIBOX).
B.POSITIVE D SIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE ❑ w p 0
TC.DESIGN LDG ASS PER ASTM O DS ARE BASED ON E1300.
LLOWABLE STRESS DESIGN,ASD. TYP. FLANGE XO ELEVATION (OX SIM 11�5PHOLE NOTES:/B"X 300"WITH PLASTIC BAFFLE. (9 C,4 -9
� aJoO - Q
MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4"FROM EACH END. Oo m ; U) Z
8)THE ANCHOF�GE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS FOR ANCHOR 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. O J o n.F W
CORRESPONDI G TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOT BEEN QUANTITIES, Z LL c ti
USED IN THE D SIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12" =LLiC) ¢ J �9
EVALUATION O ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 12"O.C. W U ado ®� _J u.no�0
MATERIALS SH LL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 2D.0" D.C. B H W O¢ F 9MO
RESISTANCE.
;> a Z_ O
9)METAL SUB TE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA , Z u F
BUILDING COD AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. — `----- W M
LL
10)REFERENCE :TEST REPORTS FTL 18-7891&18-7891.01;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; C 56" / 5B' / / m _J W O
NATIONAL DES! N SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN
MANUAL SASH /I FIXED / ® °5
63" VISIBLE / VISIBLE N
11)APPLICABLEEGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT / LIGHT / 0 Fw-
HEIGHT lams
TABLE 1: 22-12° Z
DP Table It Anchor Table# 62" O.C. -, O
Glace Doscrl Bon Listed from Exterior to Interior XO!OX XOX XO!OX XOX BUCK 34� 55-3l8"FIXED ❑ Q
Type P ( ) HEIGHT SASH VISIBLE LIGHT z w r
STD HD STD STD FD STD VISIBLE _ Z
1 118"AN,.090"PVB,1/6'AN 2 - 7 12 15 LIGHT 1 U
2 1!8"FLS .090"PVB,116"HS 3 - 6 12 - 16 J ED
W 2
3 3116'A ,.090"PVB,3/16'AN 3 8 12 18 9" Q
an"1 'asap souag
4 13116' G:118"AN CAP,AIRSPACE,1!8"AN,.090"PVB,1/B"AN 4 7 12 15 g SEE WEEPHOLE
6 13116" G:3116'AN CAP.AIRSPACE,1 8"AN 0090PPVB.1/8"AN 3 - 9 12 - 16 119'BUCK WIDTH THIS SHEET \\\1111 11 11111j//
7 13116" IG:3116"TP CAP,AIRSPACE,118'AN,.090"PVB,1!B"AN 3 - 9 12 - 18 $EE SHEET 17 FOR 120"OVERALL WIDTH \�•��Op1..LYIIJj��/
INTEGRAL FIN VICENSF'•,C�
8 3/16" ..090-SG,3118"AN 5 6 10 13 14 17 ��
9 3116"H ,.090"SG,3116"HS 5 6 11 13 14 19 ANCHORAGETYPE TYP. FLANGE XOX ELEVATION Q'• •:F�;
10 13/16' G:1/8"AN CAP,AIRSPACE,3116"AN,.090'SG,3116"AN 5 6 10 13 14 17 &SPACING MAX.DIMENSIONS ALLOWED SHOWN ;* No.58705
11 13116" G:118"TP CAP,AIRSPACE,3118'AN,.090"SG,3116"AN 5 6 1 10 1 13 1 14 17
12 13/16" IG:1/8"AN CAP.AIRSPACE,1/8"HS,.090"SG,118"HS 5 8 11 13 14 10 GENERAL NOTES..................................1
13 13!16" G:118"TP CAP,AIRSPACE,1/8'HS,.090"SG,118"HS 5 6 11 13 1 14 18 ELEVATIONS..........................................1 — (G•:��`
14 13116" G:3116"AN CAP,AIRSPACE, 118"HS,.090"SG,118"HS 5 8 11 13 14 18 CODES/STANDARDS USED: GLASS TYPES TABLE...........................1 /O
O STATE OF
jb
15 13116" G:3176"TP CAP AIRSPACE, 1/8'HS..090"SG,1!8'HS 5 6 11 13 14 18 e2017 FLORIDA BUILDING CODE(FSC),6TH EDITION DESIGN PRESSURES...........................2-9 � T'•.
SG=KURARAY SENTRYGLAS®INTERLAYER BY KURARAYAMERICA,INC. eABTM E1300.09 ANCHOR QUANTITIES..........................10.14 'i,�t ''•F<O......•'G\C���
PVB=KURARA TROSIFOL®PVB INTERLAYER BY KURARAY AMERICA,INC. ANSI/eALUMINUM DESIGN MAF&PA NDS-2015 NUAL,WOOD CONSTRUCTION EXTRUSION INSTALLATION
TALLTION/ANCHOR
AN HOR SPECS:::::..18 17 .,S/ONALAN=ANNEALE ..,. 19 1111 1 1 I I 1\\\
HS=HEAT-STIR NGTHENED .AISI 5100-12 CORNERASSEMBLY........................
TP=TEMPERE �AISC 360.10 PARTS LIST............................................19 A.LYP.E.#8705 P.E.
TABLE 2:
' Glass Type:1 _
Overall Design Pressure(lbs/fe)for XO$OX Windows Meeting Rail:Standard 090"PVB -11e'AN GLASS
Width
22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 116"AN GLASS
20" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 30
25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 24 MrrftW
�vea m com
12"NOM. 6 w!!h 1i0
GLASS BITE Dare37" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 65.0 F�CTERIOR vOA49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 �ila1
61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74
67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 X5.0 32
GLASS TYPE 1
74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3
a
ti 00 `L
LU ? 6 In
3116"AN GLASS w c= 00 "a8
1/B"HS GLASS pp o U)
.090"PVB .090"PVB }Lf) 5 �1n0 O
O -118'HS GLASS 0 c� Q w � ¢
30 30 3116"AN GLASS cN F w Z
{ Opo aF n W
o
24 23 Z U m m V
TABLE 3:
12"NOM. 12"NOM. =0 6 N� _I 79 n
Glass Types 3,5,6,7 GLASS BITE clAss BITE U U d 0, - -G
Overall Design Pressure lbs/ftp for XO&OX Windows EXTERIOR EXTERIOR LU z < ¢ -=N
g ( ) Meeting Rail:Standard l w
WidthCD
22-1/8"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. o 0 Z
74 74 Z U)IX rn
20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w
25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 SS TYPE 2 32 GLASS TYPE 3 -j a w0
O F-
3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w a
13!16"NOM. 13116"NOM. ® N
49" +65.0 80:0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 �_I_ GLASS STACK GLASS STACK # in laayS
61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE �0 PVB AIRSPACE -.090"PVB G O= U.1
¢
6T' +65.0 -80.0 +65.0 -80.0 +65.0 "80.0 +65.0 -80.0 +65.0 79:2' 1/B"TEMPERED 3/16 AN OR a j 0-
7W"
o
GLASS - 118"AN TP GLASS 1!8°AN GLASS O Z 0- r
74" +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 72. GLASS
'-80.0 FOR GLASS TYPES 2,3,6&7 31 74 31 I 74 0 LU
T w =
¢ o
212�OR 1B 12"NOM. 21 OR 1B 12"NOM. a171 'asap soyas
GLASS BITE GLASS BITE
EXTERIOR 'r EXTERIOR ���
a a SONY
E'N'
.•'••1,1CSF'•,C� i�
70-73 70-73 (<`
33 OR 33B 33 OR 3B
GLASS TYPE 5 GLASS TYPE 6(ANNEALED) * No.58705
GLASS TYPE 7(TEMPERED)
NOTES: t •�41i`
O STAT Off
1)OVERALL(TITO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND
EQUAL-LEG WI DOWS,SUBTRACT 1°FROM THE TIP-T0.TIP DIMENSION IN
THE TABLE TO ETERMINE THE WINDOW SIZE.
�'�`//S/ONAL
lilt
2)FOR SIZES N T SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE,
A LYNN MILLER,P.E.
P.E#58705
TABLE 4:
Glass Type:4 - 13/16"NOM.
Overall Design Pressure(Ibslfe)for XO&OX Windows GLASS STACK
Width Meeting Rail: Standard ,oso^Pvs
22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. AIRSPACE
20" +65.0 60.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 118"AN GLASS- 1/8"AN GLASS
25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 tpp�*d�D cm�°ate m0
FL°rlda [din co `
37" +65.0 -80.0 +65.0 -80.0 +65.0 =80.0 +65.0 -80.0 +65.0 -80.0 Date
1�OR 18 12'N.M. � t
49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE Nlaml Dade prodactC L
61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 EXTERIOR - )
67" +65.0 -B0.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -71.3 i
74" +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 �2 OR336 70.7
\- 3
GLASS TYPE 4
d O Y
LU 3 o y
13/16"NOM.
GLASS STACK
O
o vi
3116"AN OR AIRSPACE- X090"SG �.. o °100 OOf
Q
HS GLASS 1/8"AN OR (9� F w O
.090"SG 3116"AN OR TP GLASS- 3/16"AN GLASS J m c:. Z CID O
J O aw
30 HS 31 74 z LL co o
23 UUP
tLI
12"NOM. 21 OR 1 B 12"NOM. Z 03 C Q ON
TABLE 5: GLASS BITE EXTERIOR GLASS BITE r W r Z ma, Oma
Glass Types:8 thru 15 EXTERIOR o rn
Overall Design Pressure(Ibslft2)for XO&OX Windows �i z '" c LU
Width Meeting Rail:Standard 74 J m LL
22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 32 33 OR 3B 70 73 O F p
20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8(ANNEALED) GLASS TYPE 10(ANNEALED) ® N W W co
25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED)
o rA haus
37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 LU
13116"NOM. 13/16"NOM. LL a p
49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 '-� GLASS STACK GLASS STACK O Z IL
61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9' ~ �
AIRSPACE .090SG AIRSPACE -.090"SG w F5 �'.
67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 118"AN OR 3116"AN OR O J W =
TP GLASS 118"HS GLASS TP GLASS 1/8"HS GLASS Q p
74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0• Mill -.0 sal,as
•-110.0 FOR GLASS TYPES 9,12,13,14&15 31 74 X31 '��q OR 1B VOR �Y12'NOM. FGLASS TYPES B-15 GLASSBITEEN$FEXTERIOR EXTWITH Ir•1TMAY NOTEGRAL FM USED
No.58705*•FRAMES ,NOTES: 33 OR 3B 33 OR =�J '. 7 ,S(jam
GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) :0,� TATE OF (4,
1)OVERALL(TI TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND j4C,RIDP,••'
EQUAL-LEG WI YDOWS,SUBTRACT 1"FROM THE 71P-TO-TIP DIMENSION IN GLASS TYPE 13(TEMPERED), GLASS TYPE 15(TEMPERED)
THE TABLE TO ETERMINE THE WINDOW SIZE. / NAL
11111111W
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 6:
Overall Design Pressure(lbslfe)for XO&OX Windows Glass Types:8 thru 15
Width Meeting Rail: Heavy-Duty
22-118"Overall Hgt. 3T'Overall Hgt. 1 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt.
20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 appma i4tUmc odv8wIl61Eu
Floaae R�a�wls coee
3T' +80.0 -110.0
+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Date " (�
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49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Muni Pnidi� tke1
61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8' 'GLASS TYPES 8-15
MAY NOT BE USED
76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8 WITH INTEGRAL FIN
a
'-110.0 FOR GLASS TYPES 8-13&15 •FRAMES
s
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GLASS STACK 1 GLASS STACK I I GLASS STACK
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3/16"AN OR AIRSPACE AIRSPACE • AIRSPACE .090"SG > a-i M •ay
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.090"SG 1/8"HS GLASS O .�-c o cco
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No.58705
NOTES:
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG �,(�•'•.F<ORIDP,.•'•���
TO
WINDOWS,SUB
SU HE WINDOW FROM THE TIP-TO-TIP DIMENSION IN THE TABLE fGNAL 1�N�?
2)FOR SIZES N T SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
A.LYNN MILLER,RE
P.E.#58705
TABLE 7
Sash Glass Types:_1,4,5.:
Ove 1 Sash width Design Pressure(lbs/ft2)for XOX Windows Meeting Rail:Standard 1/8"AN GLASS
Widt I Configuration Range(in) .090"PVB-
21-1/8"Overall Hgt. 29"Overall Hgt. 37 Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. -1/8-AN GLASS
12.038-12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 30
44"
y3-1/3-1/3 12.053-15.008 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 24 RPPrm,ad n tom ac m
/ 112"NOM. Fladda awing C4c.12.038-13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 I GLAss BITE p,k 49" EXTERIOR ROAN- - "1/3-1/3-1/3 13.303-16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 � MIA=D c Proe
1/q-y2-q 12.038-14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 74 t
53-1/8" 14.334-18.050 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 32
�a-1/z-Ya 12.038-16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0
GLASS TYPE 1
61" o
1/3J/3-1/3 16.303-20.675 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 $0.0 13/16"NOM.
1/4-1/ 1/4 12.038-20.052 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 �1 GLASS STACK x
76" custom 20.053-22.185 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE 090"PVB
1/3 1/3 1/3 22.186-25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 1/8"AN GLASS I 1!8"AN GLASS ci 00 `1
1 " -24.082 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 > H `o
�-1/2-Y4 31 74 u M ay
92-1/11" custom 24.083-26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 ❑ Ir fo�uu o W
OR 18 12"NOM. r o fr al°0 O Q
1/3-1/3-3 26.186-31.038 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 GLASS BITE O v w _ W O
Y4-Y2-Y4 `• -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +58.2 58.2 +53.9 -53.9 +48.7 -48.7 EXTERIOR 1 M c� Z Zo
O� 8 a y Lu
97" custom 25.303-27.185 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +55.5 55.5 =LL !--!E
custom 27.186-31.038 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 58.6 70-73 LU
LU U d ®� "o a
OR 3B GLASS TYPE 4 z oN
5a ¢
-2%q '• -28.302 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +58.2 -58.2 +53.9 53.9 +48.7 -48.7 0> v Z cn o
109 custom 28.303-29.185 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 Z S 0 w
custom 29.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 52.5 _ 13/16"NOM. LU JM LL
GLASS STACK J
120 1/a-1/z-1/q -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 0 F
oso"PveLo
AIRSPACE W
OVERALL WIDTH-57.924 ® m tJ W
MIN. SH WIDTH(FLAN EWINDOWS)= 2 118"TP 118"AN ' Z)
FX
OVERALL WIDTH-56.924 GLASS GLASS W 7 v5
•'MIN. SH WIDTH(FIN 8 EQUAL-LEG WINDOWS)_- 2 31 74 _
o
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EXTERIOR �- J W 2
ai Q ro�0 saua5
70-73
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` No.58705
NOTES: d
ID441
1)OVERALL TO TIP)DIMENSI NS SHOWN.FOR INTEGRAL FIN AND
WI �O�'.• STT E OF !V`
(TI
EQUAL-LEG DOWS,SUBTRA 1"FROM THE TIP-TO-TIP DIMENSION IN iC� •'• 0810 P,.•' ��:
THE TABLE TO DETERMINE THE NDow SIZE. ��'ss/()NAL IENG��\
2)FOR SIZES N T SHOWN,ROUN UP TO THE NEXT AVAILABLE SIZE.
- A LYNN MILLER,RE
P.E.#58705
TABLE 8
Glass Types:2,-3 _
Over-all Sash width Design Pressure(lbs/ft2)for XOX Windows Meeting Rail:Standard ;f 1B"HS GLASS
Width Configuration - .090"Pvs I
Range(in) 21_1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. {-_1B"HS GLASS
12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 30
1 1 1 24 ♦ppmv�l ae mmplyrna wilt)Itr.+
12.053-15.008 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 12"NOM. RbrWu B dm8 0
12.038-13.302 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR GLASS BITE o
49° i9L-rl c Pradnd n •!
13.303-16.675 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 �
74
/a-%z-Y4 12.038-14.333 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 32 53-1/ " GLASS TYPE 2
1/a-ys 1/3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0
1/a_yz-�/a 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0
61" N
16.303-20.675 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 3/16"AN GLASS
1/a%2 1/a 112.038-20.052 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 .090"PVB
76" custom 20.053-22.185 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 30 3116"AN GLASS a0 Y
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22.186-25.675 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 23 > w E
12'NOM.
1/4 1/2_%a " -24.082 +65.0 $0.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 GLASS BITE }n e0a O
EXTERIOR LL ¢
92-1/ " custom 24.083-26.185 +65.0 $0.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 C7 v z h O
1/3 1/3 1/3 26.186-31.048 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 74 JO J o a H W zo
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97" custom 25.303-27.185 +65.0 $0.0 +65.0 80.0 +65.0 80.0 +65.0 $0.0 +65.0 80.0 +65.0 80.0 I-Z d' ;a F sn,a
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1/3-y3 , 27.186-32.675 +65.0 $0.0 1 +65.0 -80.0 1 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 o Z
-28.302 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 o z v " W � O7
109' custom 28.303-30.185 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 _j F O
30.186-36.675 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 m LU 1O
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113-5 " custom 29.464-33.185 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 = w
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3/3-1/3 1/3 33.186-38.222 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 o_
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120' custom 31.053-33.185 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 _j w x
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NOTES: =�O•' ATE OF
1)OVERALL(TIF TO TIP)DIMENSIC iNS SHOWN.FOR INTEGRAL FIN AND •...40RIDP•.•'•
EQUAL-LEG WI DOWS,SUBTRA 1"FROM THE TIP-TO-TIP DIMENSION IN istS •-"' G��
THE TABLE TO I IETERMINE THE W INDOW SIZE. 777 NAL.I�����
2)FOR SIZES NC IT SHOWN,ROUN UP TO THE NEXT AVAILABLE SIZE.
A LYNN MILLER,P.E
P. 58705
TABLE 9
Glass Types: 6,_7
Over.II sash sash Design Pressure(lbs/ft2)for XOX Windows
Widt Confi uratio Width Meeting Rail: Standard I� 13/16"NOM.
9 Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. I'-~I GLASS STACK
12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE -.090"PVB
3 TP GLA R
12.05 -15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 7P GLASSY 118°AN GLASS +pp�,.ee a+complying wile ler
3
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12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0. -80.0 +65.0 430.0 31 74 Hoate j
49" /a- a r "If"21 D2ar
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1/3--1/Y3 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 21 OR1 B- 1rz"NOM.
GLASS BITE Z
53-1/
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14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0
12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 70-73
61" 1/4-1/2-Y41 33 OR 3B
1/3-%-%J116.303-20.675 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6(ANNEALED) z
/a-�/z-%a 12.038-20.052 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -72,99 GLASS TYPE 7(TEMPERED)
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-25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 67.58 =ui !2
97" custom 1125.303-27.185 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -77.9 1W Z v
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1�Y3�/3 27.186-32.675 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 c> .a. Z
Ya-�/z-�/a " -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -74.1A +65.0 437.58 Z " W J
109 custom 28.303-30.185 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -72.00 F O
1/3--%3�/3 30.186-36.675 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 m of W
t Y, �t
/a-/z- 4 29.463 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 74.1 A +65.0 -67.58
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120 custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.7 +65.0 438.4 L) ¢ W _
custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 e11_ =>ro sauas
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*: No.58705
NOTES: %7J '•, 7 '�� ::•�\
�O�•. SATE OF
1)OVERALL(rl TO TIP)DIMENSIC INS SHOWN.FOR INTEGRAL FIN AND '•.'<ORIDP.•'
EQUAL-LEG VVI DOWS,SUBTRA 1"FROM THE TIP-TO-TIP DIMENSION IN �i S , �j
THETABLETO ETERMINETHE NDOWSIZE.
1117111111\
2)FOR SIZES NOT SHOWN,ROUN UP TO THE NEXT AVAILABLE SIZE.
A.LYNN MILLER,P.E.
RE.A 58705
TABLE 1
_ Glass Types;8,10,11
Overall Sash ;Sash Design Pressure(lbs/ft for XOX Windows Meeting Rail:Standard 3116"AN GLASS
Widt Configuratio Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. o9B sc
3116"AN GLASS
1/a-1/2-%q 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 30 1
23 roved 08 complying wild th
1/3'1/3 Y3 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12"NOM. Fl%orid.B,eidine C $
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1/,-y2-y, 12.038-13.302 +80.0 110.0 +60.0 -110.0 +60.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 110.0 A100 - I
49" EXTERIOR 1N>nwl p e Pmdaa Cos I
1/3-1/3-Y3 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 /�
_�/2�/4 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32
53-1/8" /qGLASS TYPE 8 74
1/3'1/3 3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0
/q_�/2�/q 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 .+80.0 110.0 +80.0 -110.0 0
61"
1/3-1/3-Y, 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13116"NOM. x
1/q_�/1/q 12.038.-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 - GLASS STACK
AIRSPACE .090"SG
76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 m Y
1/8"AN OR w
1/3-%3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 TP G�_k
S- 3116"AN GLASS > M ,a
�/4�/2 Yq " -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 90.5 p o 00 c
92-1/ " custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 �� N Z "oa Q
1 OR O M �N (n Z1/3 1/3 1/3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 EXTERIORE -i o a Woz m m2Ya-�/2Y4 -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 � s o6 FgUU o97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 W z CO a F u' Baa
W m
�/3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98,9 3 OR 38 0^> a z
GLASS TYPE 10(ANNEALED). Z o U3
Yq_Y Y4 •' -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE 11(TEMPERED) " w W
109 custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -97.3 O Fm¢ LL
Y3-Y.-Y3 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 m Of LU `O
® m IV D=
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113-5 custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 GLASS TYPES 8-15 = W
1 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 'MAY NOT 6E USED LL a Qo
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z z t-
'14-%-Y4
114_%2 Y4 -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 FRAMES w
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120 custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 Q LU
custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 1e„s =Seo se„es
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TE OF
1)OVERALL(TIP TO TIP)DIMENSIC 4S SHOWN.FOR EQUAL-LEG �iC�ls•'•F<ORIDP..•'G\?��
WINDOWS,SUB rRACT 1"FROM TI IE TIP-TO-TIP DIMENSION IN THE TABLE �''/F;S70NAL ``��
TO DETERMINE E WINDOW SIZE. i I,11110%,
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
- A LYNN MILLER,P.E.
REV 58705
TABLE 11:
Ove I sash Width Design Pressure(lbs/ft) XOX Windows Meeting Rail: Standard Glass Types: 9,12,13,14,15 .-3/16"HS GLASS
Widt Configuratio .090"sG-
Rana In
9 ( ) 21-1/8"Overall Hgt. 29"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 3/16"HS GLASS
12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30
1 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 23 1n"NOM. ^�
Fl°rkic dlag '
Y,-1/2-1/4 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS BITE
_ EXTERIOR MOA# !
4911 Mlaml D°de P dace Cen
1/3-%3-% 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
74
12.038-14.333 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32
53-1/ "
1/3 1/3 1/3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9
14 /2-/a 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
61"
YY,-1/311 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13116'NOM.
GLASS STACK
12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110-0 +80.0 -110.0 AIRSPACE .090"SG
76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/6"AN OR I d � Y
TP GLASS` 1l8"HS GLASSLU K
1/3-1/3-1/3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 *3174 6ya-%ya -- -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -106.7O92-1/ " custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 19OR12"NOM. O(7 N z w 0:GLASS BITE O CO Z1/31/3 1/3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXT � o a„ Z o01y mW-25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' =LI`70-73 U U o'97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 33 OR W z v
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Y3-Y3-1/3 27.186-32.675 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 GLASS TYPE 12(ANNEALED) > o z
1/4%y_�a " -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' GLASS TYPE 13(TEMPERED) z W LU rn
109 custom 1128.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 QO
%j/3-Y311 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ; I j 0)
1/4-1/2-1/4 -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 13116"NOM. I
GLASS STACK 0
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AIRSPACE .090"SG ¢ r- 0'- Q
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••MIN. ASH WIDTH(FLA GE WINDOWS)=OVERALL WIDTH-58.555 -110.0 FOR GLASS TYPES 9,12,13 8 15 EXTERIOR GLASS BITE `\`1111
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- A LYNN MILLER,P.E
P.E.#58705
TABLE 12:
Anchor Q jantities for XO&OX Windows Glass Types: 1 thru 7 GUIDE TO-USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS:
Meeting Rail:Standard
Width
Overall 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall H
i2+C3*2i 41
Head&Sill m Head&Sill m Head&Sill m Head&Sill m Head&Sill m
20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 / nwmauqpprovd Iding ptyfog.rile tea
rw.1a a raaeN..25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c ANCHORS ae-c Ln2 ANCHORS ANCHORS 2 ANCHORS AT 4 ANCHORS 1y'S}�pt _ Prod
37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ATTHE CENTEREDATTHE THE FIX ED LITE IN THE
SASH MEETING RAIL JAMB Z _
49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX.O.C.
67" 1+C2+1 12 1+C2+1 121 1+C2+1 3 1+C2+1 3 1+C3+1' 3 s"MAX. -II
74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 13 +C3+1• - (7rtn ---
'1+C2+1 FOR GLASS TYPES 1,4&5 + /'� �'X I O / 9"MAX
TABLE 13: 22-1 R"
Glass Types:8 thru 15 MAX.D.C.
Anchor Q jantities for XO&OX Windows MEETING RAIL UJ = c rn
Meeting Rail:Standard I >_ w as
Overall REPEAT ANCHOR PATTERN AT SILL O
22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. o w o rn
Width a n a a a > n o aloe Oa,
Head&Sill m Head&Sill m Head&Sill m Head&Sill m Head&Sill m p v w O
12"MAX.O.C. —�+----� 6"MAX.O.C. –+-� J r1 m Z o
Z LL m r;
20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 =uj
25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 00 o ®co
J J uualp
3T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 / /// 0 LU � o` co Wa
o> co
49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 / z °��' g W 0)61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 J ¢ O
67" 1+C2+1 121 2+C2+2 2 2+C2+2 131 2+C3+2 3 2+C3+2 3 2-ANCHOR 3 ANCHOR 0
74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 ® � r.1
CLUSTER DETAIL CLUSTER DETAIL
O a T.-.74S
4"MAX.O.C. _ Z)
TABLE 14: —� I� Q Q
Glass Types:8 thru 15 0 Q=
Ai ichor Quantities for XO&OX Windows ? O
Meeting Rail: Heavy-Duty W
Width ll 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt. �j// Q Q =
// aPt -asap sa•!ag
Head&Sill m Head&Sill Head&Sill Head&Sill Head&Sill Head&Sillto
\`1�111111l
20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 . p1Y LYAJN�i,,''
4-ANCHOR �ICENS.
25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 F
3T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 CLUSTER DETAIL e No.58705
_-1k
49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 A"..
D : 9A112
NOTES:
61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 ;A�'•,
67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 1)OVERALL ITIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG p�
WINDOWS,SUBTRACT 1"FROM THE TIP TIP DIMENSION IN THETABLE i,C�s '••.,GRID?,.•' \C���
76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 $ 2+C3+2 4 2+C4+2 5 TO DETERMINE THE WINDOW SIZE. ��/S/O,/VAL 00"
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. '7�!!I I I I I I I11\
A.LYNN MILLER,RE
P.E.#58705
TABLE 15:
Anchor Quantities for XOX Windows Glass Types:1,4,5
Sash Meeting Rail:Standard
Overall Sash t2^MAX.O.c. r -
Width nfiguration Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Oterall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt.
nge()n) a a a a a a
Head&Sill m Head&Sill Head&Sill Head&Sill Head&Sill Head&Sill
4 1/2�/4 12.0 8-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 � /
44" Approved m"Implying wph the
3 1�3_� 12.0 3-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Flnrido a ding Cpt
pffiC
4_1/2_1/ 12.0 B-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NOA#
49 3-133-Y3 13.3 3-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
12.0 B-14.333 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 2-ANCHOR t_
53-118" CLUSTER DETAIL
3-M-1/3 14.3 -18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
61"
4_-1/1/4 12.0 8-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
3-1/3-1/3 16.3 3-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _
a-1/2-1/ 12.048-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 z
76" custom 20.043-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
3-1/3-1/3 22.1 6-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
ti 0D `L
4_1/2_1/4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 '3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 W z r-
vi Cl) nay
92-118" custom 24.013-26.1 B5 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 0 F o o 0
1 3 J�3 1�3 26.145-31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 C}7 Nayop 0 Q
Y4-1/2-1/4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 O E.1 W Z
97" custom125.313-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 z m m 2 Lu o
custom 127.1 JS-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 2 W 'S2 �B n
1 / _ U U 00 ®J
26.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 uJ Z W �< ¢ uMop oN
109" custom 28.3113-29.165 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 j U) pap
custom 29.1116-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 131 1+C2+3+C2+1 3 1+C2+3+C2+1 3 Z m , It W
120" a-1/%% -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 12 1+02+3+C2+1 21 1+C2+3+C2+1 131 1+C2+3+C2+1 3 1+C2+3+C2+1 3 J ¢ ILL
O
"MIN.SASH MOTH(FLANGE W NDOWS)= OVERALL WIDTH-57.924 O }f}-
2 F
MIN.SASH DTH(EQUAL-LE WINDOWS)=OVERALL WIDTH-56.924 - ® H r
GUIDE TO USING F O Z J..Ys
ANCHOR QUANTITY 1+C2f3+C2µ1 ng 5 =
TABLES FOR XOX — — < :E; a
0
WINDOWS: Z o ti
Uj
CLUSTER OF 2 CLUSTER OF 2 _j Q Z
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— A.LYNN MILLER,P.E.
P.E.#58705
TABLE 16:
Anchor Quantities for XOX Windows . Glass Types:2,3,6,7
Sash Meeting Rail:Standard
Derail Sash 12
Width Configuration -MAX.O.C.
Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. I� I
Range(in) Head&Sill Head&Siil E Head&Sill E Head&Sill E Head&Sill m Head&Sill
Ya--1/z-Y4 14038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �/ 4ppmvedwcomplyingvlt6tm
44" // j/ PlerMs dingC
1 053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Dat I
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1 038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
53-1/8" 3 2 ANCHOR
CLUSTER DETAIL
1/a�/�% 1 334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1 038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3
61" 6"MAX.O.C. —� - "
%%3:/3 1 303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1/41/2-%4 1 038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3
75" custom 2(.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
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Y3-1/3J/3 186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / W ? o rA
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92-118" custom 2 083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 }n o a,°0 O
YT1/3 1/3 2 186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 p IT w y O
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Y3-YJ13� 2 186-32.675 1+C2+1+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 W— °D 'ON
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109" custom 2(.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0�Z a' ' W rn
1/3-%3:/3 3q 186-36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 � 03 LL
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113-5/8" custom 2 464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 ® ; ni F
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x/41/% -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 a =
o a
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— A LYNN MILLER,P.E.
P.E.#58705
TABLE 17:
Glass Types:8,10,11
_ Anchor Quantities for XOX Windows d Meeting Rail:Standar
Overall Sash Sash 12"MAX.O.C.
Width 0 infiguration Width 21-1/8"Overall t.1 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt.
nge(In) o a n a a
Head&Sill ' Head 8 Sill ' Head&Sill Head 8 Sill ' Head&Sill Head&Sill u
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'14-112-Y4 -12-0T8 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 // / Approved idling
44"
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3-Y3-1�3 12.0 3-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / Cl
Date
12.0 8-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ROAM - 1
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�/3%1/3 13.3 3-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR
53-118"
1 4'1/2-% 12.0 8-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL
3�/?/3 14.3 -18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3
61" 14 1/2-1/4 12.0 8-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 6•MAX.O.C. -►i �+
3y-1/ 16.3 3-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 a°
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76" custom 20.0 3-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1W z co Y
3-y3-1/3 22.1 5-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 /// 7//7/
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24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 mC3 CD
92-1/8" custom 24.003-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 N '+Oa 0 Q
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3�3�/3 26.1 6-31.046 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR 0 J o a y W o
,,,1-Y,-1/4 -26.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL Z u- m o�
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31/% 30.1 6-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 ~ 0
29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 n
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113-5/8" custom 29.4 54-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 ® H
TABLES FOR XOX WINDOWS: z t::vs
43-%-?% 33.1 P6-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 ? 0
4-Y2-4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 � O Q
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- A LYNN MILLER,P.E.
P.E-#58705
TABLE 18: 12"MAX.O.C.
Anchor Quantities for XOX Windows Glass Types:9,12,13,14,15
Sash Meeting Rail:Standard
Overall Sash Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt
Width nfiguration nge(in) . 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt.
a
Head&Sill Head 8 SiII n Head 8 Sill n Head&Sill R
A Head 8 Sill Head&Siti m / /
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53-1/8" 6"MAX.O.C. --jI+-
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1 1 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 U-j o W o
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97" custom 25. 3-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 x LLa �9
UU o ®,
3-y3?/3 27.1 6-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 — - F Z v = ¢
W S2 F- mr,c
14-%-Y4 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 > V a Z
109" custom 28.• 3-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 r
��' Z m W
W .�
3-%�/ 30.136-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 -j m¢ LL
O
a-Y j/4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 ~
113-5/8" custom 29.• 4-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 4 ® N ni
33-/3
1 1 33.136- CLUSTER DETAIL O
38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 Z +.3vs
F-
x a
Mcustom
E131.03-33185
-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 :3 0 Q
120" 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 o 0-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1�C2+3+C 1'3 w ?
CLn
_ OVERALL WIDTH-58.556 { v J Z 2
•'MIN.SASH WIDTH(FLANGE NDOWS)- 2 Q Q
'•MIN.SASH WIDTH(EQUAL-LE WINDOWS) OVERALL WIDTH-@7_556 GUIDE TO USING /J �IIII '•�sa0 sauas
2 ANCHOR QUANTITY CLUSTER OF CLUSTER OF �� r7
3ANCHORS
TABLES FOR XOX ANCHORS ANCHORS IN
WINDOWS: 1 THESASHT CENTEREDATTHE 3ANCHORS AT CENTERED AT THE JgMB :� '��'•�tGENg•• �C ��i
MEETING RAIL TI.JE FIXED LITE MEETING RAIL PC\.•' F .lam
22-1/2"MAX.O.C. 1 ANCHOR AT *;' No.58705
9"MAX. 112"MAX O.C. THE SASH
NOTES: I --1 ---� r-----1 r---- r-�� O� S A'jTE OF
1)OVERALL I TO TIP DIMENSI S SHOWN.FOR EQUAL-LEG Im
-----! -' `
(•( ) I - -' - 9"MAX. �i C� •'•:c�ORID/`,.•'
WINDOWS,SUBTRACT 1"FROM E TIP-TO•TIP DIMENSION IN THE TABLE X �
TO DETERMINE E WINDOW SI /7,ONAL till1O``�`
2)FOR SIZES NOT SHOWN,ROUNI I UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL
A LYNN MILLER,P.E
P.E.#55705
INSTALLATI N OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHOR D THROUGH FRIA ME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME - ANCHORED THROUGH FRAME AND 1X BUCKSTRIP
OR BUCKSTRIP.SEE 40TE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET.
1/4'MAX.SHIM �+—
DGE DISTANCE EMBEDMENT I SEE TABLE 114"MAX.SHIM EMBEDMENT
T NOTE B,FOR
TI HEAD TYPE SASH VISIBLE 4
LIGHT WIDTH 12 4ppmved v complying with It,
1!4"MAX. EMBEDMENT EDGE DISEDGE TANCE Florida IJInS C �'8
SHIM `--� DISTANCE r a I 17
J " I t qO
1j 35 l +IOAH t
1 +Ti " 1 Niaml Dade Pmdrtct C°e1m4
FIXED VISIBLE
TYP.ANCHOR TYPE, " I` LIGHT WIDTH
EMBEDMENT AND EDGE _
DISTANCE PEICENTERED
,
SEE TABLE 19 � •
12"LENGTH, 63 EXTERIOR .L
1 20 ABOVE SAS16 y"•.
v 14 15 TYP.ANCHOR TYPE,
YPE, EMBEDMENTANDEDGE
DEDGE DISTANCE PER
OVERALLWIDTHISTANR I SUBSTRATE,SEE TABLE 19 ti 00 Y
SUBSTRATE,SEE TABLE 19 8 NOTE B FOR HEAD TYPE. W i N
a NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A > w
(SHOWN WITH I.G.GLAZING) � g o o
VISIBLE
LIGHT 11 I+--• 1/4"MAX.SHIM C9 N o °j°0 Q
HEIGHT I c�•t U) Z
HEIGHT OVERALL 4 INSTALLATION O LL o a F w o
52 OPTION 4 =ui
ANCHORED THROUGH V U d
51 50 Ip FRAME INTO METAL F-
ONLY
50 TYP.ANCHOR TYPE, O Z v a Z
13 EMBEDMENTAND '� W
,�J� EXTERIOR EDGE DISTANCE J UL
10 40 50 PER SUBSTRATE, W LU O
SEE TABLE 19. 0 Z N
19 �
14 15 MIAMI-DADE APPROVED MULLION,FBC -- ® N L-1i .-
7 COMPLIANT ALUMINUMISTEEL FRAMING Z wavy
OR STEEL STUD.MAY BE VERTICAL OR
6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE ¢ Q
PROPERTIES,TABLE 19.
AT MEETING RAIL, (SHOWN WITH MONO.GLAZING) O Z J n
ANCHORED WITH(4)
18 SCREWS,(P#60). w
ONLY REQUIRED IF NOTES: O J to =
36 OVERALL HEIGHT IS Z
OVER 63". 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19: arl'1 'asap saua5
TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min. A)MIN.OF 3THREADS
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND
OFTHEWINOOW. Southern Pine(SG=0.55) 9116" 1-3/11" SUBSTRATE.
E METAL
#12 Steel, Aluminum,6063-T5 min. 3/8" 0.063" ``�` `��•" •- �1/ ��
1/4"MAX. •" EMBEDMENT 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 18-8 or 410 B)USE ONLY FLATHEAD �1�•.•' LICENSE C�
SHIM s 19.ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE SS Screw A36 Steel 3/8" 0.063" ANCHORS IN HEAD AND
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Steel Stud,Gr.33 min. 318" 0.045'(18 Ga) SILL.PAN/HEWFLAT HEAD N0.58705
EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X Concrete(min.3.35 ks) 1' 1.3/4" TYPE IS ALLOWABLE FOR _ *_
a 1/4"410 SS ( ANCHORS IN THE JAMBS. -
EDGE TYP.ANCHOR TYPE, qND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Ungrouted CMU, ASTM G90) 2-1/2" 1.1/4" -_•�
CreteFlex
DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1,318"
DISTANCE PER SUBSTRATE, ANO INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER C)"UNGROUTED CMU" %O ••. 5 g
INSTAL TION OPTIO 2 SEE TABLE 19. O to min.2.85 ksi 1" VALUES MAY BE USED FOR
:'��'•, p
OR ARCHITECT OF RECORD. 1/4"Slee Ungmuled CMU,(ASTM C-90) 2-1/2" 1-1/4" GROUTED CMU % s AOR..... •'���
ANCHOR D THROUGH F E Ultraeo APPLICATIONS. �� S •�••• G�
DIRECTLY 14TO CONCRETE/ U. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) i" 1J/8" 'i/'0NAL 111,\k'\
DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.
VERTICAL SECTION B-B A.LYNN MILLER,P.E.
P.E.#511705
INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME INTO ZX WOOD FRAME- _ ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP
OR BUCKSTRIP.SEE OTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET.
114"MAX.SHIM 1/4"MAX.SHIM
E�GE DISTANCE EMBEDMENT
EMBEDMENT
SASH VISIBLE 6
�1-- a LIGHT WIDTH 12
1/4 SHIM--
�7 EMBEDMENT EDGE 17 l EDGE Approcat1u T*hdw
DISTANCE " \ DISTANCE 81Mtda opuns
1 35 oat.
1 �7( !WAD
TYP.ANCHOR TYPE,` I` FIXED VISIBLE 1'11em164de Prt�Qactcobw
EMBEDMENT AND EDGE ° I` LIGHT WIDTH °
JjDTANCE PER SUBSTRATE,
E TABLE 20. ••° ..
• .. 63 EXTERIOR
3 2°LENGTH,CENTEREDBOVE SASH °• 16
14 15
TYP.ANCHOR TYPE,. TYP.ANCHOR TYPE,
EMBEDMENTAND EDGE I- - BUCK WIDTH _I EMBEDMENT AND EDGE
DISTANCE PER r DISTANCE PER co
SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 IL z
&NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A &NOTE B FOR HEAD TYPE. w vi M ,naH
(SHOWN WITH I.G.GLAZING) O o 0
VISIBLE r-_
Q'
HEIGHT 11 114"MAX.SHIM LIGHTQ ce)ti w to Z
HEIGHT - 52 Z t0
BUCK 6 INSTALLATION O LL o a h W o
OPTION 4 xU uU o ®a 9 r
I �
50 ANCHORED THROUGH W < 4 uMo�p oN
51 FRAME INTO METAL I—ZW to Co
F- 9Grp
50 TYP.ANCHOR TYPE, O> Obi a Z
EMBEDMENTAND Z 0 (�
13
EXTERIOR EDGE DISTANCE
10 40 50 -n_ PER SUBSTRATE, J J 0
v SEE TABLE 20. O� j tp
19
14 15 ® N rnl CY
9 MIAMI-DADE APPROVED MULLION,FBG — �— 4° wLU
3aay5
COMPLIANT ALUMINUM/STEEL FRAMING O LU
HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR 4 1: 0 Q
6"LENGTH.CENTERED AT HORIZONTAL.SEE SUBSTRATE LL o
MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 20. O Z n
ANCHORED WITH(4) cc Q r
18 SCREWS,(P#60).ONLYNOTES: O J U) Z
36 REQUIRED IF BUCK Z
HEIGHT IS OVER 62". Q1.
1)USE ONLY SUBSTRATE-APPROPRWTE ANCHORS LISTED ON TABLE 20: a���/ asap sauas
TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min. A)MIN.OF 3 THREADS
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND THE METAL
OF THE WINDOW. Southam Pine lIl"
6"1/4°MAX. 2MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE #12 Steel, glumfnum,6063-T5 m " 0.063" �tGSHIM EMBEDMENT ) 18�ar 410 B)USE ONLY FLATHEAD 20.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE SS Screw A36 Steel " 0.063" ANCHORS IN HEAD ANDCONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Steel Stud,Gr.33 mi " 0.00.5'(18 Ga) SILL.PAN/HFXGFLAT HEAD * No.58705
EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. Concrete(min.3.35 k 1-3/4" TYPE IS ALLOWABLE FORWOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X 1/4"410SS RS IN THE JAMBS.EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CreteFlez Ungrouted CMU,(ASTM " 1-114" pDISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0. " 1-3/8" C)"UNGROUTED CMU" %O7 49 DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THEENGINEER Concrete(min.2.05 k " 1-3/6" VALUES MAY BE USED FOR � R �INSTA TION OPTI N 2 SEE TABLE 20. OR ARCHITECT OF RECORD. 1/4Steel ANCHO ED THROUGH F E Ultracon Ungrouted CMU,(ASTM /2" 1.1/4" GROUTED CMU //Si<..RIOP.NDIRECTL INTO CONCR MU. 3 VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0. " 1-318" APPLICATIONS. / 11,1111110
NAL
DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.
RTICAL S CTION B-B AL P.E.#58705 PE
- --------------------------------
INSTALLATION OPTION 5
ANCHORED THR UGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE
WOOD FRAME R BUCKSTRIP.-- _--_ EDGE _ EDGE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM EDGE DISTANCE
DISTANCE I+- DISTANCE WOOD FRAME OR BUCKSTRIP. 7�
P.ANCHOR TYF E,EMBEDMENT O TYP.ANCHOR TYPE,
ND EDGE DISTAIN CE PER 1/4"MAX SHIM EMBEDMENT AND EDGE
UBSTRATE,SEE ABLE 21. DISTANCE PER SUBSTRATE,
SEE TABLE 21.
�- E BEDMENT
SASH VISIBLE 5 epproved cs eomp.1yiaz wpb ft
EDGE 4 LIGHTWIDTH 12 Io1r°iduF3P�.ngC .�
DISTAN E 0 17 EMBEDMENT Nay
EDGE 35 \ n1 P)rde act adnf
EMBEDMENT 1Aff
TSTA FIXED VISIBLE
LIGHT WIDTH
L1/4"MAX.
SHIM o
12"LENGTH,CENTERED 63 EXTEn(RIOR
2 20 ABOVE SASH 16 1J 14 15
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE I �{ 1/4"MAX.SHIM u co Y
DISTANCE PER BUCK WIDTH IAl W b (D
SUBSTRATE,SEE TABLE 21. 2: w con •nay
HORIZONTAL SECTION A-A C o
(SHOWN WITH I.G.GLAZING) i INSTALLATION ; o US ,-
t 1 OPTION 6 t^.I Z W Q
VISIBLE ANCHORED THROUGH JO m Z Z
LIGHT 5 INTEGRAL FIN INTO METAL O LL O a m W o_
HEIGHT 52 Z lt.. m= v r-
t`
BUCK U U F- C 0 J u eon°
HEIGHT
— a0
oN
50 Z v a F oleo
51 '11'I�I�SV� O
U.1
^ K
v U)
50 Z U J Q-
LL
50 EXTERIOR O
13 w n
10 1 19
40 ® rj Z
14 15
19 MIAMI-DADE APPROVED MULLION,FBC z 0O Z taauS
COMPLIANT ALUMINUMISTEEL FRAMING TYP.ANCHOR TYPE, rj 2 O_
8 OR STEEL STUD.MAY VERTICAL OR EMBEDMENT AND EDGE
HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, p = FQ 9PROPERTIES,TABLE 21. SEE TABLE 21. Z J n
(SHOWN WITH MONO.GLAZING) � ¢ r-
0 0
Q Z =
38 NOTES: TABLE 21: atlll -°sa°sa;�es
1/4"MAX Anchor Substrate Min.Edge Max. Min.
SHIM 1)USE ONLY TE
ANCHORS LISTED ON T BLE 2R.FOLLOW 2-1/2"x.113"Box Nail Southern Pine(SG=0.55) Di5119, O.C. Embedment
EMBEDMENT AND EDGE DISTANCE �� �.,. •�/( i
LIMITS.ANY INSTALLATION OPTION 2-1/2"x.131"Common Nail Southern Pine(SG=0.55) 318" 5" 2-7116" ;_�•. 1,1GENSF (���
— EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF 2-112"x.145"Roofing Nail Southern Pine(SG=0.55) 3!8" 5" 2-7/16" Q-:' •.
EXTERIOR THE WINDOW. 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3!8" 5" 2-7116" No.58705 *=_
EDGE DISTANCE Southern Pine(SG=0.55) 1/2" 5" 1318"
1 2)VISIBLE LIGHT WIDTH OR HEIGHT 410 Steel Trusshead Screw or ��7ST
(ALSO REFERRED TO AS DAYLIGHT 912 Steel,18-8 or 410 SS 0.125"Aluminum,6063-TS min. 5/15' S" 0.09" ; ��' Z.EMB DMENT OPENING)IS MEASURED FROM BEADING 0.050"A36 Steel 5718" 5" 0.050" _O '4Q--
TYP.ANCHOR TYPE,EMBEDMENT TO BEADING. Sorew 0.045"(18 Ga Steel Stud,Gr.33 min. 5/15' 5" 0.045" T F G�
INST ELATION OP ION 5 AND EDGE DISTANCE PER ) %�s'•.,CORIDP'-- Z�I
ANCHORED THROUGH FI INTO 2X SUBSTRATE,SEE TABLE 21. 3)ANCHOR TO BE INSTALLED WITHIN 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. '���S/ONAL•�?
WOO FRAME OR BUC RIP. 2.1/2"OF FIN CORNER.
VERTICAL SECTION B-B A.LYNN MILLER,P.E.
P.E.tf 58705
�+ 2.724^ - -
- I 1.488" �{ +-'2.112" .987" I�-
-+
2.7,4" --.{ 7
2.724"
4pp1 Irnved ss to7plyis;wifS t9:
3.184" 2.786" 2.766" 2.786" Ftorha t riding Couk
2.56
2.060" - VDAR, 1
.062" .062" .062" .062" .062"HEA
O HEAD,FLAN E FRAME O FIN FDRAME INTEGRAL HEAO LEG DRAME L O FRAME FLANGE O FIN FRAINTEGRAL JAMB,EO FRAME @UALEG
2.724^ 2.724" 2.724" 1.246"
s• .040"
1.5 3
W
.062" 723" ti iwZo y M_
N
-nraF-
3.151" .808" .875"
3.651" " 3.908" ' a
4.2767INSTALLATION MNDLOAD ADAPTER UrN z 0
.062" HOLE COVER OA F:w2moO
5 JLL O W
ZrD v
=LLI
.062"
n
-- �+ tats° �. 1.446" +•- o Z un o 0 sato
W- w F N
W
O9 SILL,EQUAL LEG FRAME __ I 1� .518" O Z p�j }o_ Z
7 SILL,FLANGE RAME @ •710" t ssS-- `"' u W rn
10 SILL ADAPTER U
�+ 2.211" -� .062" J LL
2.105" SILL,INTEGRAL •040" O
- 0
La� co
FIN FRAME 19 SILL TRACK zn ANTI-LIFT CLIP
.170" cr N
.062" 2.149" 7.300" �- 830" .464" -� 1y ieaYS
Fes- 1.803" .360" --� - I. -- - L = fA
.062" (��+ � 1.138" � < 2 Z
2.73" l 7.13fi'• yy IL .797" I .798" �p O
1.300" 1 1.032" _ Z
.062" -� .100"
H
1 .045" yy II w �
1 .170" .120.. 1 .070" --►1 .065" --SII'' C-5
Q W
11 SASH PULL RAIL 1z SASH LOCK RAIL 3 SASH TOP 8 1a HD MEETING RAIL is STD MEETING RAIL 16 SCREEN ADAPTER to IG BEAD 216 IG SNAP BEAD an•[ �sa0 s ,as
BOTTOM RAIL
`\\1111111f!!!7f
HOT-MELT ,ONY.�YNN�
050" •045" TABLE 22:MATERIAL PROPERTIES USED SILICONE BUTYL REINFORCEMI ENT POLYISOBUTYLENE DESICCANT FILL \�� 't
FOR ANCHORAGE CALCULATIONS: SEAL 5/16"NOM. C� F•'•,(�
STRUCTURAL
Material Min.Fr Min.F" POLYISO- 1/4"NOM. 3116"NOM. SILICONE '•1
Sleet Screw 62 ksi 120ksi 5116"NOM. SEAL _ No.58705
18-6 Screw 60 ksi 95 ksi 6U DESICCANT STRUCTURAL-� BUTYL 8 ROLL-FORMED
.795" SILICONE DESICCANT -
410 Screw 90 ksi 110k.1 FOAM WITH FOAM STAINLESS STEEL C
- Elco UltreCaa 155 ksi 177 ksi DESICCANT �Q�'•,
-�492" 410 SS Elco GeteFlea® 127.4 ksi 189.7 ksi EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS �i '•,<O O \
-►.612" EXT.GLASS
6063-T5 Aluminum 18 ksf 22 kei S1 .......... •'•��`�
O 7116" EAD 2a 5116 BEAD A36 Steel 36 ksi 58 ksi
IN GLASS INT.GLASS INT.GLASS i�is�Q NG`�
Gr.33 Stool Stutl 33 ksf 45 ksf 70 KODISPACE 71 SUPEIR SPACER® 72 DURASEALo 73 XL EDGE 77!111.41110\\\�`
84SG TPS @NXT @SPACER @SPACER
A LYNN MILLER,RE
P.E.#58705
TABLE 23:
Item# Pa # Description Material ASSEMBLY DETAILS FOR
1 62 8 Head,Fla ge Frame Alum.6063-T6
2 s2 s Head,Int ral Fin Frame Alum.6063-T6 XO FLANGE FRAMES
3 62 0 Head,Eq Ideg Frame Alum.6063-T6 (OTHER FRAME TYPES&
4 62 1 Jamb,Fla a Frame Alum.6063-T6 CONFIGURATIONS SIMILAR)
5 62 17 Jamb,Int rat Fn Frame Alum.6063-T6 61 61
6 62 028 Jamb,Eq al-leg Frame Alum.6063-T6 p �pprmRdnaerplyratrwtf[i t4E
7 62 5 Sill,Flan Frame Alum.6063-T6 } Rorfda8 ata C"
110
8 62 036 Sill,Integ I Fin Frame Alum.6063-T6 i wto:t Dude etre!
9 62 037 Sill,Equa eg Frame Alun.6063-T6 61
10 62 034 Sill Adapt Alum.6063-T6
11 62 043 Sash Pull tRell Akan.6063-T6 III v
I
12 62 006 Sash Locq Rail Alum.6005A T61
13 62 041 Sash Top Bottom Rail Alun.6063-76
14 62 027 HD Meetirtg Rail Alum.6063-T6 13 0
15 62 005 Std.Meet ng Rail Alum.6005A-T61
16 62 o47 screen A apter Alum.6063-T6 q p r
17 62 051 Installatio HOIeCover Alum.6063JB 1 i1
18 641 5M Windload kdapter Alum.6063-T6 III
19 1 62 042 Sill Track Alum.6063-T6 W d c?0
20 62 15 Anti•LIft p Alum.6063:M z CQ
21A 62 9 IG Bead Alum.6063 TS w rn
0 ^aa
21B 62 11 IG Snap ead Alum.6063-T5 , } �
23 62 26 7/16°La Glaz.Bead Alum.6063.76 = arco O
O� ? � O
24 62 013 5116'La Glaz.Bead Alum.6063.7'6 -j c co o
30 247 Glazing B ad,Bulb Vinyl for#624013򘖚 Vinyl O J m W
Z L _ " rt`
31 248 Glazing B ad,Bulb Vinyl for#624009򘖋 Vinyl
U L
32 71 53K Mono se ng Block 3137'X 114"X V Neoprene LU— 00 � oN
33A 71 15K Lami IG tting Block 1/8°x 31a'x 1-1114 Neoprene 69 ~o w ¢ !M00
33B 62 14 IG Snap letting Block Vinyl 12 no Z o Z
35 72 5 Sweep Latch Cast Zinc W
36 71 98 Weep Hol Cover Vinyl J LL
O
37 41 22 Hole Plug Vinyl 15 14 O Q rn
38 72 021 Lock Rail ver,(LH&RH) Vinyl m w
39 72 50 Pull Rail nd Cap Vinyl ® N o
40 72 Roller H sing&Sash Guide Vinyl p W IaaVS
F43
72 52 Roller Is Brass I _ Z
72 054 Sash Top Rall Gasket,(LH&RH) Polyethylene 4 13 I° o n O o
72 055 Sash Bot ll Gasket,(LH&RH) Polyethylene 72 057 Frame H der Gasket,(LH&RH) Polyethylene 36 39 72 Frame Sii Gasket,(LH&RH) Polyethylene 41m 72 063 Meeting ll Gasket Polyethylene 61
Weathers 'p,.187"x.170°,Fn Seal @ Sash35 Weathers rip,.187"x.270",Fin Seal @ MR
LYlyiy �•
52 67P70 Bulb Viny 40
60 710 PPAX#lOX3/81 Ph.PH SMS(WindloadAdapter) Stainless Steel 61 a�.•' t10ENSF �( '•
1 I� INTERIOR
61 78 PQX #8 X1°Q0.PH SMS(Frame&Sash Assembly) Stainless Steel A k ;' No.58705
63 Aluminury Screen with Fiberglass Mesh Varies
70 Kommeri g Kodispace 4SG TPS 7
Sea Sheet 38
71 Quanex uper Spacer nXr /70
18 for
Quanex INTERIOR ����•, FTAT7l/��
72 unseal Spacer Mated S� S •�ORIDP,••'
73 Cardinal
74 Dow 791,899 or GE 7700 Backbedding Silicone Edge Spacer 61 'i�S/�"' �G\`�`
�AL����`
NOTES: llllllll
1)ALL CORNERS TO USE GASKET ANDIOR SEALANT.
2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A LYNN MILLER,P.E.
P.E.#58705