HomeMy WebLinkAboutNotice of Commencement (2) r
I
u� a �=s�. � d L
.i
OCT 1 I1
PEhfylITriNvG
MIAMI-RADE St. Lucie County FL MIAMI-DARE 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-701/720/820"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled`Tixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13,with revision B dated 05/05/16,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: Large and Small Missile Impact Resistant
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#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above. r
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0629.14
MlAMI•DADE COUNTY Expiration Date: February 19,2019
��r� Approval Date: August 04,2016
( �, , \ l Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01).
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all 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 fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. .
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
Man el Pe ez,P.E.
Product Co trot 9kaminer
NOA 6-0629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1
;t
1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. -15-0528.26)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Per z,I.E.
Product Control am' er
NOA No. 16,009.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated May
20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring
on 02/19/19.
Manuel a .E.
Product Contr 1 Exa finer
NOA No. 629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
1
STANDARDS USED:
GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC).STH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW 'ASTM E13DD'Ds VARIES, RATED FOR GE B SMALL
:ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION
i)THISPRODUCT HAS BEEN DESIGNED&TESTED TO :ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 25 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA :ALUMINUM
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO•TIP WIDTH
HURRICANE ZONE(HVIR). 4T BUCK WIDTH 4B'BUCK WIDTH 98•BUCK WIDTH
2)SHUTTERS ARE NOT REOUWEO WHEN USED IN 44-114'VISIBLE 45-7!4'VISIBLE 44114'VISIBLE PRODUCTREV)SED
LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH plyiv&still Ono"
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLS& TmAc B j"�
� 6•MAK F,SHEETS r— AoaPwallo(fO' Zq
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD B,SNEET6-I 6'MA%. D,SHEET7��
LIM(CAP)MUST TEMPERED. H.SKEET 8 EayirJfieaA
USE
MtARY APPLADE ICATIONS IN MIAMI-0AOE MASCOUONRY
BY '
USERMASONRY APLCOUNTSIN MLAVEDMASONRN I M+=°' 4h>1MA
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A A C O E,SHEETS I E,SHEET Ii
UNITS AND CONCRETE VlI'Di MIN.KSI PER ANCHOR TYPE. SHEETS SHE 9181p( SHEET7 �ET7 G,SHEETS i G. HEET9
L 96
HEIGHT BUCK
4)A-LMOOD BUCKS LESS THAN I-12•THICK ARE TO BE L I --•--- HEIGHT mJR-05105116-ADDED SHEET II
CONSIDERED IX INSTALLATIONS.1XWOOD BUCKS ARE 93.114' WITH SPACERSB MOVED PARTS.
OPTIONAL IF UNRIS INSTALLED DIRECRY TO SUBSTRATE j 82.114' 1 VISIBLE
WOOD BUCKS DEPICTED AS 2X ARE 1-11T THICK OR 12'MAX I VISIBLE 12'MAX 93-114' L— I LIGHT 'o
GREATER.iXPN0 ZX BUCKS(WHEN USED)SHALL BE D.C. / LIGHT O.C. VISIBLE 6'MAX HEIGHT a
DESIGNED TO PROPERLY TRANSFER LOADS TO THE -LT.
EIGHT -}(— LIGHT O.C.
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION I / B6' I / RETORT Y m
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO I HEIGHT > ? 3
ARCHITECT OF RECORD.(AOR} I TIP 0:
HEIGHT o O -
5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE I I y� V a1vD p N
BEYOND WALLFMBEDMING NARROCO.USEEALNTIS OF
SOUK ICIENTEMORN ENT.F THE FRJOWTSTALAMIS USED 1 I 1_ 1 I m IYj o
ON ALL FOUR CORN ERS OF THE FRAME.INSTALLATION O�'N J o Z /e r
ANCHORSSHOULD BE SEALED.OVERALL I 2 D' u. m W °'O'0
fi Bim{ �-�12-MAX 0.4 L-�D�j ('� H.SHEET: LD
SEALINGIFlASHING STRATEGY FOR WATER RESISTANCE OF r fi' 12'MAX O.C.2'MNL� OLWD X— 0 LU
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET MAX SMEET7 SH
THE SCOPE OF THESE INSTRUCTIONS. 5'MAX O.C. W Z O 0 W Toy
6)MAX.114•SHIMS ARE REQUIRED AT EACHANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION c j m0 p m O zp �D
LOCATION WHERE THE PRDDUCT IS NOT FLUSH M THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z az
L
SUBSTRATE.LOADS.BRIMS CAPABLE O OTHERS.
UST BE p
APPLIED LOADS.WOOD BUCKS,BY OTTERS.MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1:
THEM BY THEWINDOW GUIDETOSHEETS: 12'O.G SHAPES ASSHO DE BELOWOR ESSURES FOR AYBE THAT
DSI IE CRIMOM THE TA SHAPE/SHEETSBLOCK ~ W
MAX, PNO OBTAINING DESIGN PRESSURES FOR THAT BLOCK S�FROM THE TABLES ON SHEETS 25-. ® ry N e6 Ia"rs
7)DESIGN PRESSURES: GENERAL NOTES-
I u ANCHOR SPACING TO BE 6•MAX FROM CORNERS AND 12.O.C.MAX FOR ALL CURVED FRAME m ? 0
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL!CYCLE ELEVATIONS...........__........__._..1 \ MEMBERS,SEE FIGURE I,THIS SHEET. fn
TEST PRESSURE,FRAME ANALYSIS AND GLASS PERASTM GLAZING DETAILS_.._..._____.2-5 O O Z
E1300. DESIGN PRESSURE&.—___25 12'O.C. / -- WIDTH-�'I F—WIDTH--I ..�-WIDTH—•j (�'WIDTH—{ ¢ Z z In
B.POSRNE DESIGN LOADS BASED ON WA7ERTEST INSTALLATION,FLANGE...____8 MAX r——— ————) —1 r 1 (- pPRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG..._.7 KANALYSIS ANO GLASS PER ASTM E1300. INSTALLATION,INT.FIN A_....8 I I 0 ID INSTALLATION,INT.RNB.___.9 0 �' a t7 W ZX III
METHODS 14AVE BEENCORRESPO CORNER ASSEMBLY.__..___._.106• I =I O LL C7DESIGNED TO RESISTTHE WWOLOADS CORRESPONDING EXTRUSION PROFILES.-,-.._.._..11 Mv "�+'+
TO THE REQUIRED DESIGN PRESSURE TME 33-113%STRESS PARTS LIST...._......._.__.__..__.11 1 1 lL J L— —J
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS IWIDTH ^I F—WIDTH—i mm—i F^WIDTH
PRODUCT.THE I.B LOAD DURATION FACTOR WAS USED FOR TABLE 1: co THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERW.S TYP: THALL GCODEE REOOREMENTSOFTHE FLORIDA B VS- tion C : • %SHALINGCODEFORCORROSIDNRESISTANCE 1 717�19M ICM-.090'PVB-116'X5) 2 '� i .52 WI L.W IV HS- 3r18'FS29)REFERENCES:TEST REPORTS FTL-3635,3850&7212; 0 1.111fi'LemI.IG(3X8•T-7116-Alr•3'16'M-.090'PVB-3l16HS 3 L_ _J Tl //• _
ELCO ULTRACON NOA ELCO CRETEFLEX NOA;AN$YAF&PA 4 1-1116.1-1.IG IVT-7/16'AV-11 H9-.t190'PVB-0116'HS 3
NDSFORWOOD CONSTRUCTION AND ALUMINUMOESIGN WIDTH -' F^ WIDTH--{ I-�-WIDTH+( I—WIDTH—{ �•.- sT
MANUAL 5 7116'Inml 1fi'M•.090'SG-3118'M 4 -- r--- F— --I — �,ATE OF
6 7liB•LaM 3/1fi'HS-.o6o•SG•L1fi'FLB 4 TF--- -� T T T�-- ':�;~ T7RIDP.- --ate;
10)THE720 SERIES USES APVB INTERLAYER,THE 820 '7 1-1/18'l.eml.K1 16'T-7lf6'Alr-3Hfi'M-.090'SG-3176'An 5 �� �� �-•-• \`s��
SERIES USES AN SGINTERLAYER THE 720 AND8205ERIE5 B 1-1/16'LemLb -1 -1
•.08050-3116X& 6 O �� c9l / �s;L Fa��`
MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'='KURARAY SENTRYGLAS INTERLAYER'BYKURARAYAMERICA,INC. x �I I z II11,,�
'PVB'='INRARAY BUTACITE®PVB INTERLAYER'BY KURARAYAMERICA,INC. 1 1 1 A LYNN M61ER,PE
.L P.E.S6i95
Slat SIEe(b) = Sinrt Slee M1
hpNph11".. r�i�YR'iS G rS"I^.,}i 9;At o�'YNf;' 9Np{n❑ ;��uSm$Sc ki b^$maNSm'�'YI`J9
�Ov=i �OUZi m
�N� :Hmkkkkkkkkkkkkkkkkkm �_� me"N Weaom
�
ow
y
o
a � o�vo��$ o'mgmgmN o Pony
A
T
rmgge'mggommgo'mI9
VJm'$ oNN�mm� oamgm
NN
Opo mwii�Vm'm ' ma AO um—� mem B
mos oo Tk5 mss . off$ —
tl _. Z� _ T
moy '•v
rtri ka :ta FrkT t` -_ J
� Q Ots� SNP kms � � a
�9 12
y2 k ir�eW�komm�� ,7 ; ts6�$�'NNkkk$
m 2 m E3
wt
N
Z y K O yyyy
a ®m5a m
�3H 3 �Sm
? ^tmInD C" YY? amy
��y! OAn m Ofp nti
M Dow 0.
0
t s
w m T
o I m g II
N� F'^--��g ��Gm ❑OD �� � vl
���CG❑" �e�tDi� yCJo�o 'ppm 5
N�
�KK O O
to
MZ 50
m ❑
m0 m � 1
N
1070 TECHNOLOGY DRIVE "`.c we.a ae.• 3 m S j o
N.VENICE,FL 34275 . :
K - P.O.BOX 1529 r�
NOKOMIS,FL 34274
b S p-. CERT.OF AUTR.g292S8 (941)-480-1800 , K'
�r b
FIXED WINDOW INSTALLATION GUIDELINES 8 4112/13
9
h - DESIGN PRESSURE TABLES 1 e J ROSOWSKI
PW-720 Y�,NTS � 2 O 11 az MD-720.820.1 e B ��
= StdStda(n)
Ayy AA F
2
2O
m y
OA myi �$k�'$$$$$$$$$#o$$$o=
A
HAg
A 4t
h°
� 5m�
T INiHl t 4t;:�t
A O
my � T29
° oA L+ P o
m ° A o m
No $ 'gg'agaaamgg
m x F m mmmm 9
° u
Rr
O A �c o••1 0 0 ^9
m
° z mmmmgge y
A m o00 o m
to pZ x� Z ♦•♦ ♦� N
m 2� bleomd.-' Go
�ImnRL
A O O
rm -� rm -�
T T le
ga
m
50 0
al 0 O KpO
L L
Rsv C Rer B
1070 TECHNOLOGY DRIVE R-A
N.VENICE,FL 34275 I. I. g [
p P.O.BOX 1529H�T
NOKOMIS,FL 34274r�.R5
�; CERT.OF AUTR.tl29288 (941}480-1500
,F 4 FIXED WINDOW INSTALLATION GUIDELINES -g 4112/13
f^ 8 DESIGN PRESSURE TABLES 2 m`J ROSOWSKI
PW-820 h NTS i 3 OF 11 Xi MD-720-820.1 B ,-0
8 L'OZ9-OZL-OW £ LL dO4 SIN TOZL-Md
IXSMOSO2)f 9'; E S319tl1 aunsSBUd NOIS3O R i
2
m/n/t, 8 S3NIl3OIf1'J NOIIV 1lV1SNI MOONIM O3XId '
6� . 009L087(L46) eezeza•wnvdo•.aso
Wztc ld'SIWONON
�} 1pp 6ZSL XOS'O'd an
p 'C
CC SLZ4O ld'3OIN3A'N
�t7�� c� r•.a e.,a o..a 3AIi1O A°JOlONHO310LO1
0
o
>-o
w
=o
0 o m m
m>- T
1 1
0
ORH
wO y
m _ � � 5
o N
WW w
F
N N
}T N
I
Lt •- yy —
b
d ti
a�m
® � o LL
mwg�sj a
o . m o
01110H
G> �
8 $rt� wnn0 8a �' ww
= Q 0.
'9�m
m$„amn�p�gm dmf
E n ion
0 ooio 1 .9$ LLOio
m o-
o-z
T
ogVi
:T:: H O
Omm
o
L �_yN flzz.
S ^$ $RRw� �T�E����E "�^T.....n^
:. =iLL :. gi
o
ofio
b a
0;'�
� ww 0 0.�&
C+
gTF..�y
m �y w :s m��N
m m0 m o
yaa�IN
;mN m °ym m
�� � �Q� c�� m o�oy f1(�(3 E3 S313 f3 df�1313 f3 FJ 13 t313 f3 f3Ntlm
o�oA F7d88888�888 Bt3 hJ ii tlFYB
otwji� to
y �
v
cy�z�m �r�88888888888888
hu oie
to,.
rn � • �C �-��� �df3d FJ Fl Ei 1313(3'ted i313
CNC e'm8- �s5cg.
� ��� �No� 5888888888888
@to
9eeeeg
p gms� 88888888H
y ;om 8 q� pp,,ppppyyGRp,pprp,,yy
��Rm i�iy etl�888d88di3
�m>
E auF3 f3 B>i Bf3 E
138!38EI ;a
S, Zasg
i to o it
m
3
m � m �tit3 f388E3� oaf
� a
. � �
�� � �i3 f3 tl13P
21.
ee��p m
Nm� 2K22�
O
y� �Om cw
oho
N
OK�
Rev C Fev B Rev A
1070 TECHNOLOGY DRIVE -rm A'>gmgp
N.VENICE,FL 34275 �,
> P.O.BOX 15288 R
-. � ® NOKOMIS,FL 34274 k� §.5
r
�, CERT.OF AUTH.tt2B288 (941)-480.1800 �8
f'FIXEEDWINDOW INSTALLATION GUIDELINES 84/12113RESSURE TABLES 4 m'J ROSOWSKIP PWW-820 NTS 5OF 11 oz MD-720-020.1 B ��
r
2X WOOD BUCKSTRIP
—J EDGE ORFRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
�ll DISTANCE NOTE2,THIS SHEET TYPE TYPE
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE({ 774.E Er
SEE NOTE 2,THIS SHE
EMBEDMENT T SHIM
II TYP.ANCHORTYPE,EMBEDMENT AND mBE MODUCFRE-WSED
EDGE DISTANCE PER SUBSTRATE. DISTANCE u wmpyio3wilh Me Florida
EDGE 6 SEE TABLE B,THIS SHE E7 BowldiggCoAe IST CE Acrcptmca Ne
114-MAX
�/ A, Ely
1 SHIM 7 IT
�fJ M1Timn'IOcde ProR¢t
`J TYP.ANCHORTYPE.
EMBEDMENTANDEDGE
11 DISTANCEPERSUBSTRATE,
SEE TABLE 8,THIS SHEET
USED AT CURVED i t
_ 29 FRAME MEMBERS ONLY EXTERIOR
X17-T/8-O.C.MAX CONCRETEICMU d 71 L
�b�4E
PER ANCHOR ..v VISIBLE LIGHT WIDTH=� _ ¢
REQUIREMENT WINDOW BUCK WIDTH-2-y4'
WINDOWBUCKWIDTH CONCRETECMU CJ y m
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PERANCHOR UU a W
BUCK � REQUIREMENT 3 ^a8
HEIGHT 7!4'MA%.SHIM--{ HORIZONTAL SECTION A-A >- <Of 0
TIP-TO-TIP I m N y
WINDOW 912 STEEL p m z /H I:
HEIGHT VISIBLE SELF-DRIWNGSMS TABLE e: Z LL n u- m ::i
°'O a
LIGHT (G5).SEE TABLE 6, Min Edge Mu O.C. U W X W
HEIGHT= THIS SHEET O
Arctvr Sueetraze Mk.EmEedment W L) O 7
WINDOW Oi0/16- 9 ecln9 T-Z GI O v eN
BUCK P.T.BONBem (SG=0. ) .ml 12' O' 5x0
HEIGHT- ABBnMum,806175 mrt ys' 0.083" O 0 Z r
2-y4• INSTALLATION 3lzorndala ss selew AM sled ww 0.083'• 1r �z az 0
METHOD steel smd,Gr.33 min, are• o.ws NB G.1• 1r v 0
INSTALLATION ANCHOR P.T.SONivm%ro(SG=0.53) Bltfi' 13/B' 12-
UNDERNEATH
m
UNDERNEATH THE Aluminum,BXciTS mh 3/8' 0.01W 12' J Z
BEADINGE%TERIOR 012ar 014 Steel Sem,(G5) A38 Steel 1B' 0.083•• 12• N
m Q aS
Steel S..Or.Mmin 318' O."T(18 Ga)• 12' W n Z J
UnO—CMU.(ASTM GSD) 2-112 1.11, tr
1/4'610 SS CrcteFkc € 0 F Z
MEESEPDEAPPROVED UUWON Cnncrcte(mN.3.35 kap 1' 13/a• 12
21 SEE FRAMING
NOAS ALUMINUM, Cnnelek(mk.2.85 kdD 1' tar 12' p to
6 SSEE SUBSTRATE
PROEERTIES. U.—IsCMU. STM C 2.712' 1�/B' 12' Q Z Z •,e3
SEE SUBSTRATE PROPERTIES, 1/4'Steel tAVBcon Un0rcNe0 CMU,(ASTM G80) 2-1/2 1-1/d' 12' O
LE e,TH15 SHEET
WG.W.NG.W.CMU,ASTM G80 2-112 131I' 12' 30 C7 n m
_11/4'MAX SHIM C
yl6'Steel U&acon mcmle Imin 35 kap 1-1/d' 1J/a' 12 W ZQ
Gvuted CMU.ASTM G80) 2-1IY l3/4' tY LL LL a d
---TTT--- 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TAB
1%WOOD BUCKSTRIP, ant'asap zaua5
SEE NOTE 2,THIS SHEET
} CONCRETEPER -
EMBEDMENT ANCHOR INSTALLATION NOTES: .
REQUIREMENT
• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -
I 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'OC,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-12'.1%MOD BUCKS ARE / -
INSTALLATION SGE TYP,ANCHORTYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS-2"ARE 1-12'THICK OR GREATER
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORDY HAVING --
TYPEB SUBSTRATE,SEE TABLE B,THIS SHEET JURISDICTION.
VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL_THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER W WDOVVOR MULLION NOAAPPUES TO WHOLE SYSTEM. /,,LYNN M61ETy PF
P.E.q 58)05
1
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING.SEE TYPE TYPE
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X W E 2.THIS
KS EEE
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION I V4'Mnx
TYPE E 1_ TYP.ANCHOR TYPE.EMBEDMENTAND
EMBEDMENT 9NBA EDGE DISTANCE PER SUBSTRATE. EDGE �DUCrB,�sm
6 SEE TABLE 9,THIS IS SHE EP DISTANCE plyicg.vkhd¢Ruide
EDGE DvldkiBOeAs
DISTANCE Aompl =Nv--DG -111
�1/4'MA% 2ke'Dxe ���
2 SHIM �, By
k10 ..iRaLu
4 TYP.ANCHORTYPE,
EMBEDMENT AND EDGE '
11 DISTANCE PER SUBSTRATE. 11 .
SEE TABLE B,THIS SHEET EXTERIOR
EXTERIOR USED AT CURVED - 4 11
29 W.
FR AME MEMBERS ONLY :.
11-778'O.C.MAXLELIGHTYAOTH-
I ff yyl DOW BUCK WIDTH 2-3
CONCRETE/CMU
PERANCHOR
REQUIREMENT f- WINDOW BUCK WIDTH
m m
WINDOW p PER U 9 a 0)
BUCK HORIZONTAL SECTION GC REQUIREMENT Of
HEIGHT 1/4'MA%.SHIM O N N
I A •Iro m
0125TEEL 00 N N '
SELF-DRILLJNDBMS tai W
VISIBLE (G5).SEE TABLE 9.- ZLL N
LIGHT THIS SHEET
TABLE 9: _ _ DU
HEIGHT' Mclnr Sukstrete Min Edg. Mk.Embedment 1A z O'0 U U X N d
WINDOW Olatence Sp.kp W E 0 M 7 oN
BUCK P.T.SONNem Pice 8G= 8/16' 14'B' 1T W m O (D 'JMp
HEIGHT- 072 w81441095 Screw Ahvnhvm,fi061T5 mk. 3/B' O.OB3" 1T �� �o V Z
24/4' INSTALLATION A3B9tee1 are- "OS"', IT z a z m 0
TYPE Sled son,Gr.a H. 3rr 0.0451e Ga• 1r a Z O
P.T.S.d PM(SG=0.66) 8116' 1410 1r J O P
Alm =*B T5 mk. 3Iw 0.08]•' 1T
EXTERIOR
012 cr014 Steel SIMW(G5) F G 1
I�� ASIecl 91B' (III' IT BI<tl 9t w W.Gr.9]Ma 3'B• 0.045(1d Ga)• 1T ® 0 2 � aav6
MIAMI-0AOEAPPROVED MULLION V4'41088 CreteFlea Unp dWU,(ASIM CBO) &VT 1-114• 1T r F to
21 (SEE SEPERATE NOA),ALUMINUM, �rcrete(mk.J.95 ka9 1' I— 1r Li O Z Z
STEEL FRAMING OR STEEL STUD. Concrato(mN.286b 1' 14'4' 1Y < Z U AecS
B Cvrcrete 111.85 ka9 2-11Y 14/8' fY
SEE SUBSTRATE PROPERPES, 1/4'Stcelllkecon Uoyemed CMU,(ASTM 088) 2-VT 1-1/4' 1Y p IJ
TABLE 9,THI5 SHEET
Gmmed CMU ASTM G90 2-VT 14'4' tz' H 3 J n W
S �1/4'MA%SHIM C Me(mk.].5 b9 1-V4' tT w 0
ks SI16•Steel Denton O W O d R
GmmM CMU,A8TM CE0 2-VT 14'4' 1Y X
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. IL W
1%W000 BUCKSTRIP, ell,�a wua,5
SEE NOTE 2.THIS SHEET
CONCRETE PER _
EMBEDMENT ANCHOR INSTALLATION NOTES.
REQUIREMENT .
1.USEONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS.
INSTALLATION ZWOOD BUCKS DEPICTED ONTHIS SHEET AS'/)C'.ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN VIM.1%W000 BUCKS ARE
TYPE EDGE ,•TYP.ANCHOR -('
TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS ARE 1-12'THICK ORGREATER.
I"�—DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING
SUBSTRATE,SEETABLE 9,THIS SHEET JURISDICTION. _
VERTICAL SECTION D-D
3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FIILLSUPPORTTO THE WINDOW FRAME '
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MILLER,M
'"S(Dw
TVP.ANCHORTYPE, 2X WOOD BUCKSTRIP
EMBEDMENTAN0 EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET TYPE J TYPE K
SEE TABLE 10.THIS SHEET
EDGE EDGkil_
DISTANSHIM
INSTALLATION � r DISTANCE EDGE DISTANCETYPE I O _ODUCTREVISFD
2x woco BucicsrRlPEERIP OR FRAMING,SEEEE N2,THIS SHEET A_ptrnr NolG__O HEETntc ,pVHIMAXTY DGE DI STANCE,ER SUBST A AND 13 SHIMEDGE DISTANCE PER SUBSTRATE, BY
4SEE TABLE 10.THIS SHEETMimi prodrtYEMBEDMENT
3 EMBEDMENT
USEDATCURVEDEXTERIOR 29 FRAM1W D.C. AXONLY@„-T/S D.C.MAX.
11EXTERIOR
WINDOW 4 11
V Y m
BUCK >
!� VISIBLEUGHTWIDTH- 5 a 'NN
HEIGHT NOOWBUCKWIDTH-2-W/ 0 ? O �:
114-MAX SHIM WINDOWBUCKWIDTH >N slop 0 v
ir
x Iwo
VISIBLE INSTALLATION HORIZONTAL SECTION E-E o LL m o ? ;;
Z h LL 0 J 0 0
HEIGHT= TYPE L U_U X N m o
WINDOW ul
r Z m 0 _X L=7 au
BUCK 1{10 STEEL W 0
HEIGHT- SELF-DRILLING SMS > O O O
2-314' (G5Z SEETABLE 10. Z G.Z `
THIS SHEET U-
TABLE 10: g O
Sumlrate DIsence E ce Max.O.G.
A.,t. Q m
Oh, Smckv
2-1r2'X.113'BOXNeII P.T.SwNen Plne SG=0.55 51161 S N IaauS
2-12'x.131a Cammm Nell P.T.SoMN Pine SG=O.55 3/S S ® z Z
O U)
2-,2'x.145'Rm5n Nm P.T.BaMan Pine G=0.55 3/SH-
4iia
IF 111 1111aT Pine SG=0.65 12' S O aa Z
2X WOOD BUCKTRIP EXTERIOR C] J alua5
RFRAMING,SEE P10x l'Slee]S"w 0.093'Alumimm.6063-TS min. S/1S S Z Q
NOTE 2.THIS SHEET 1/1S A35 SIee1 S/1S 5 O NN
B 1/4-MAXSHINI 0.005 18 Ge Sled Slm.Q'.33 S/1S S
MIAMI-oAOE APPROVED MUWON •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE W �3
(SEESEPERATE NOA).ALUMINUM. O X Z as
STEELFRAMINGORSTEELSTUD. U. U.
T
SEE SUBSTRATE PROPERTIES.
anal'xae sava5
INSTALLATION TABLE 10.THIS SHEET -
TYPEJ a.
EDGE DISTANCE
L INSTALLATION NOTES:
TYR ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
�+--EMBEDMENT-�-{ AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 10,THIS SHEET �f
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE BUCKS WHOSE TOTAL THICKNESS ISLE THAN I-10.1XWOOD BUCKSARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X'ARE 1-12'THICK OR GREATER �x6 Ik
VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION. .
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SEZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ..
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.tl 5e2m
2X WOOD SUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE M EMBEDMFiTr
DISTANCE NOTE 2,THISSHEET INSTALLATION
INSTALLATION TYPE M� FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
IFOR THIS INSTALLATION ANCHORS MAY BE NO
METHOD ONLY, �V4 MAX •MORE THAN r0.C.
ANCHORS MAYBE NO d EMBEDMENT SHIM
•MORE THAN 6'O.C. f I O tX WOOD BVCNBTRIP,BEE PRODUCT RE\•ISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ra plyia8 wk6f+Flarids
OR FFiMNG,SEE Bwldm3 Da p
NOTE 2,THIS SHEET Aax1�„"'"No I6- I
E yimlivn Dye
114'MAX TYP.ANCHOR TYPE.EMBEDMENTAND
kl2-'D�MENTANDEDZTF'SHIM EDGE DISTANCE PER SUBSTRATE, ByNCHORTYPE, SEE TABLE II.THIS SHEET Mian Pmd-
DISTANCE PER SUBS
11 SEETABLEII,THISSHEET 3
USEDATCURVED EDGE
EXTERIOR DISTANCE
29 FRAME MEMBERS ONLY O EDGE
®11-T/r O.C.MAX DISTANCE
CONCRETE/CMU 11
PER ANCHOR
WINDOW REQUIREMENT 4 17 CONCRETECMV IM to Y D3
BUCK PER ANCHOR ] a
HEIGHT 1/4-MAXSHIM—�{ I-+— �— ROWS LIGHT WIDTH. E IS
REQUIREMENT
VANOOW BUCK WIDTH-2-314' ❑ 'v O C
WINDOWBULKWIDTH EXTERIOR }n aiW O
VISIBLE
INSTALLATION TYPED HORIZONTAL SECTIONG-G o U- ?
Z B• U-
X
iD u•am ❑
HEIGHT-
W FOR THIS INSTALLATION U(W3 X N dm p
'METHOD ONLY. TABLE 11: 1LI Z O E O
BUCK ANCHORS MAY BE NO r"W m0 (9 9A0
HEIGHT- ArctaX Su65kate Min Edge AOn EmbeGmm Max.O.C. p> Y
2-14' •MORE THAN 6'O.C. Ext.— 9 cl O O w O
P.T.Seumem Pox TSO--0.56) 01UP 13'6• 6• Z a Z F- LL
T STEEL 012 v614410 SS Screw AludiuO W63-T5mie. SIT 40BT•- 61 g O
SELF-DRIWNG BMS A36Sted 318' 4063'- e• xn
Steel Stu4 Dr.33 min. 3/8' 0.095.10 Ga• 6• Q
(GS),SETMiSB M 1ET P.T.SouOxm Plne 40.65 WIS. 138' e• N N45
MI2 of6145leel Screw(GS) AIUd—.6063-T5 min 318• 4063•• 6• ®a Z ZO co A36 Steil 318• Door•. 6• `�
21 TYP.ANCHOR TYPE. EXTERIOR Steels Gr.33 min. 3/B• 0.095.16 Ga e' F Z
EMBEDMEW MD EDGE U coded CMµ(/LBTM C-B3 2-1/7 1-114' d"xi
5 p
B DISTANCE PER SUBSTRATE, 45 1/4'41DSS Oelellex
C—te(min.3.35 k4U i' 134' Q
SEE TABLE II,THIS SHEET o F- 00
C=rete ML 2.85 ke1 I• i_vr 5 MIAMI-0AOE APPROVED MUWON 1/4'MAXSHIM Camleta colo.285 ks1 2-117 1418'(SEE SEPERATE HOA).ALUMINUM, 114'Sled I1Macon LU
STEEL FRAMING OR STEELSND. U dCMU,ASIM C-00 2-11r1414- UGmNed CMU ASTM O90 2-1/r 14/6-TSEE SUBSTRATE PROPERTIES, Concrete LL3.5 ke1 1414' 1.3/4•INSTALLATION I TABLE I l.THIS SHEET 5116'Sled Umacen GmNed CM ASTM C 2.117 14/4'
TYPEN 1XWOOD 2,THIS RIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE
Q SEE NOTE 2,THIS SHEET '
EMBEDMENT •. - INSTALLATION NOTES: '
1.USE ONLYANCHORS LISTED ONTMS SHEET.FOLLOW EMBEDMENTPND EDGE DISTANCE LIMBS.
2.WGOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-IX.IX WOOD BUCKS ARE
EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2 ARE 1-1?THICK OR GREATER. G 6 C
INSTALLATION TO THE SUBSTRATE OF WGOD BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BY AUTHORITY HAVING :.
DISTANCE JURISDICTION. '
VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SDE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MILLER.cc P.E.
P.El ww
d
I;
FRODUCFREVISBDds
a4Co vIIL Florio,
30,14GMc
EAc� Nub O
pp i.Toa @u
By
-
, md�si
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES I FOR FIN FRAMES
W m Y m
K <
I
ANGLED/CURVED ANGLEOKU p O
FRAME ASSEMBLY RAMEASMBLY N
N
O
11'CORNER SO-CORNER 0 p M d
FRAME ASSEMBLY FRAME ASSEMBLYZ
tV
o f o Eg n
Z W u.np
b =W
N o O
10 I 10 i I F W m 0 Y O It 0.0
ALL CORNERS TO ALL CORNERS TO I �> O� Z Z
USE GASKETUSE GASKET I 0
ANO/OREALANf I // AND/OR SEPTAN! .-Z 0_Z m 0O LL
/ g U O
/ p o
EQUAL-LEG FRAME b F Q I
/ N
FLANGE FRAME ® Z Z NS
/ O
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR M
ITERED RAME WITH INTERIOR 30 Z
AND EKTERIOR FRAME WELDS IORFRAMEWELDS p aru�S
FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT ?
Of
OSCREW BOSSES.SEALANT AT ALL CORNERS a JI�Il1 SCREW BOSSES.SEALANT ATALL CORNERS
1F 1L O w W
O O dd
LL m
aNR xaD s
ALYNNMILLER LJP.E
REAMM
1
TABLE k 12.7M' 2.784 2.]84.094' .094' 14; .099'—rlFt
Item PGT Part Description Material
k .074• 062' .074' 062' �07+' W2•
1 4253C Flanged Frame Alum.6063-T5 1.375'1 1.375'1
2 4285 E u Frame Alum.8008-TS' 19]S L T —I- g CDdcPREVIs�
Equal-leg a 9 .aOB• / 500• .438' .500• 43B' t N1d,4 r„rn 6<Fk6h
3 4258 Int ral Fin Frame Alum.6063-15 1'000• "T� T' T e,eTac�ro4e
505• }-a-O-F-.058•°�r�r r+�f o50'mme T }--rl�.,50i°m°� AwryIDam
4 4255 I-G. ass Glass Beading Alum.BOB&T5 I 1.125'
FLANGE FRAME EQUAL-LEG FRAME
5 4254 I.G.Glass Beading Alum.8063-TS 'I 2 � .071' F•
Ga 4270 Installation Fastener Cover Alum.6063-T5 O 253C,6063-TS O ik285,8063-T5 - Ui3c P-6o
6D 4224 Installation Fastener Cole, Rigid PVC O
#4225856,,FIN 6600633--
T5
10 70509C Gasket(et 90'comerjoints) Polyethylene
11 7P247/8 Vinyl BUID Weatherstrip Flex PVC,Dure.85+/-1 ! 120S �-- �►—a46' T JR W05116-ADDED THIS SHEET
13 Dow 899,GE 7700 Silicone of Equiv. I p WITH SPACERS 8 MOVPARTS.
20 71652K Setting Black,More.3116'.7116'x 4' Neoprene,Dum.85+/-1 .e75- lul '875 IVI`TIS
21 71704AK Setting Black,I.G.3116'x 13132'x 4' Neoprene,Dum.85+1-1 rc
1�.050
29 R6 x 1-1/4'FH SMS Stemless Steel 'Oso• A50'
30 781PQX 08 x 1'Quad PH SMS Stainless steel 3116"81/4" I.G.GLASS INSTALLATION
OGLASS BEADING BEADING FASTENERCOVER of O
R'4258,6063-TS O #4254,6063-T5 sa #4270,6063.T5 o N p 7XE 0
N
O
Z_LL N a- t0 J ❑
W
W 'N o O
ALUMINUM W Z O� v 7 ed 'oN
SILICONE HOT-MELT BUTYL *REINFORCEMENT POLYIS06 tDESICC_ANT FILL AREA p m YLo W eAg O_ ZSTRUCTURAL BUMENE5/76'NOM. Z d Z ..STRUCTURAL SILICONE 3116'NOM. S1!d'NOM. FOAM ICONE SEAL
POLYISOBtlTYLEN W� BUR--FORMED WITH DESICCANT DESICCPM DESICSTAINLESS STEELF <EXT.GLASS EXT.GLASS EXT.GLAS ® �' ZZ
GLASSO In Z
ZofINT.GLASS INT.GLASS S LASS O
K ❑ W nm
KODISPACE SUPER
DURAS XL EDGE16 X :gas
75 4SG TPS7s SPACER®NXTT"' OSPACER ]a SPACER " .,Do
TABLE 10:
Part# Description Material 11
75 Korimeding 4SG TPS Spacer System g.alb
See this
76 Quanex Super Spacer nXT with Hol Melt Butyl =
Sheet for
T7 Quanex Duraseal Spacer
Materials
78 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968 a 8970 A LYNN MaLFl;PE
P.EA 56/05
r'
E`jam f i
C C-1,1Vtt.-.x 0
OCT I I
MIAMI•DADE PER.;4111FTH%IG MIAMI-DADE COUNTY
® St. Lucie County,PIODUCT 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.miamldade.aov/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 "SGD-770"Aluminum Sliding Glass Door w/90°&135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD - LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, 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:Large and Small Missile Impact Resistant
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#15-1013.15 and consists of this page 1 and evidence paes E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E. O r
14,
h NOA No. 16-0629.06
MIAMI DADS =UN / •\ Expiration Date: February 17,2020
Approval Date: August 04,2016
Pagel
r
i
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed&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 sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1)Uniform Static Air Pressure Test, Loading 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 sliding glass
door,prepared by-Fenestration Testing Laboratory, Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
Jorge M Plasencia,P.E. i
roduet Control Unit Supervisor 1
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-1
2
PGT Industries,Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coNTPamD)
4. 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 sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-043 0.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'h
Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968. I
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016 ,
E-2
s
i
3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F.
TESTS (coNTnvUEn)
3. Statement letter of conformance, complying with FBC-51 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135° comers-L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
I
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020 ,
Approval Date: August 04,2016
E-3
i
TABLE A
SERIES 770,IMPACT RESISTANT SLIDING GLASS DOOR Group AmIrr Substrate M.rrbFrame MGREdge Min
mert
INCLUDING POCKETS&90°/135°CORNERS WSI9J r Distance Fey ie w
Cvrcmb pmm Z.ksl ed/S WJamb 1' 1316'
GENERAL NOTES 1 1/4•Ella Ullmcon Ungroutetl CMU,(ASTM C-e0) Jamb omy 2.1rz 1-114'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Gnwd CMu siM Ce0.mM.2kai gmNl .bmb am 2trz' 1314•
2 DESIGN PRESSURES: 114'Elco 470 5.5. Canemte(min.3.35 kali Ileadl6'WJemb 1' 1114'
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 GeteFlea anglated cMu,ASTM esa) Jamb any z-trr t-v4•
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T.sautbem Pine(S.11 HeadlslWJemb V 1.3&6'
3 ANCHORAGE:THE 33-1/3%STRESS INCREASE RAS NOT BEEN USED IN THE DESIGN OF THIS v4•Ell.Un— 0—ml.(mh 265 ka0 Headlsm 1' 111 w
) Ungmuted MU ASTM Cao) Jamb o 1' 1-1M•
PRODUCT'.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT CAME INTO CONTACT P.T.SoutMmPine(SG=1155) IbWSWJemb ^v 1316•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 912,1",r410 aumloun,w63-Ts• HeaarsluJamb 316' oA61•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. S.S.EMS, Sleet,A38' Heed/SB1Janb 316' OMV
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE 3 (min.if ga.adsnp steel Stud,A653 L'.33• Haad OW-b wr 0.0451•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Ooncmle(mlm 3.275 kel) IleadlSIVJamb 1 141r tae'
NARROW JOINT SEALANT. I/4•Elco IM S.S. Ungmuted CMU,(ASTM 6K Jamb..y I r 1-1IT
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOAS,ANSVAF&PA NDS FOR Aggm-Gator Gmuted MU(ASTM c .mut.2 ket glut) Jamb omy 2' 2•
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. PLT souB,em Few,sG-O.ss) HeeNsu/hmb 1• tae'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T S.M-Firs(sc=o.ss) HeamslvJamb ens tab•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). d aft Steel sMS G.s, AW.Iman,608175• wearsiVJamb 318- 116117'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT ( t7 Dasad.6n) Sleet A3e' Lka IVJmnb aa• o.oss
FLORIDA BUILDING CODE,AS APPLICABLE Steel stud A653 Gr.33• 41eeN5LJame 31d' o.asf•
TEST REPORTS:FTL-5980,Pn5993,FTL-6001,FTL5014,FTL5015,FTL-6017,FTL-6022•FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE METAL SUBSTRATE TO MEET MIN.
FTL5024,F7L5025,FTL5028,FTL-6031,FTL5033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
•'P-HOOK INSTALLATION REQUIRES 2.693'MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. '
1)FOR CONCRETNCMU SUBSTRATE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEETABLE A ON THIS SNRT FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES............1
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS.._._....4,5
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND ZX BUCKS ANCHORAGE.._.................6.14 `
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BU CK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES.._...65 _
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALLOETAILS.._.._._._12-14
4)METAL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS....._.............15,16
BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES._..._.17
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS..........18.19
MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OFTHE SILL THAT IS NOT TIGHT PARTS LIST.......................20
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,304 FELT PAPER OR MASTIC IS I EXTRUSIONS................_21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. '
TABLE B.SEE DETAILS ON SHEETS 4&5 DESIGNPRESSURERATING IMPACT.G PROmUCT REVISED
ptyln axlN Ne Flarlda
SEE TA ON
GOR LARGE B SMALL Dundiag tod
type Delefpeon Naed eel Eamdar b hMdor) SHEETS 6,788 MISSILE IMPACTRESISTANCE HO-N.. 16.0629.06
d 7118'Lemin.led TJ)lP.es ofWl6'MS Glass with.C3P FVB MMner STANDARDS USED: Bplmld-,Date02/1712020
GlA fV7E Iam'viabd:Tl)lCea of Vd't6 Qaw w8h.090'PVB ededa er .2014 FLORIDA BUILDING CODE(FBQ,5TH EDITION By
G4 7/16'lemNeted:(2)Lltoa of 176"HS Glsae x41h.09P SG Wedayer eASTM E13g0-0e Mlaml Product Wn4el
W 9116'Lamimte4(2)Ute.d V4'HS Glaaa wlth.OJO'SG Merlep, aANSUAF&PA NDS-2012FORWOODCONSIRUCTION
GS I-Uldmted LG_WIT TEYHdelep+5118'ArSpeed+7/16'Unhated:(2)Utes of VIS'HS GW.us x1111.030'PVB lmedayer
eALUMINUM DESIGN MANUAL,ADM.2010
GSA f'Lominated La:V4'TEafedol •4118°af Spara•T/l6'l>unWied;(2 Utes of&76'HS Gessw.tl,.080'PVBNIedaYw 'aSIS100-07/E2-2010
W 1•LanWted LG:3116'TEatador Cv a]IB•ar Spaaa•7110 LwnWled; LB.s of3 s-HSGlaaa M1h.097SG 0ledayv " l,y�
GZA 1•Lemlmted LG:fl4'TEaledor�•SnCarS m•7118;=Z.tad' Llteaof3116'HS G'aas Mq.090'6Gkledayw G-NN'=LAZINNOTES: "\` �,LYNN 41/ I"
GT rne•larieie`aa:R Ulea oransaNN claae w ,WSG ime ANN'=ANNEALED 'CZ'�'�eEJ4s"11
c7A Sn6'Lam.ltatea:(t)...'V'MN Glass ynlh.09P sc lniedayvr 'HS'=HEAT STRENGTHENED ``
ea 7'Lanina:ed LG.:311s TEaledor ap.916•ars a.7lls tamMeleq�Ldes m3/ts nMN claw xiln.olD"se LY.edayer .1\113 O'BUTACITE®PVB BY KURARAY AMERICA INC. - : No.56705 •TY
GBA 7'Iambleled l6:V4.7Eatodor pp•511sar5para.7HslaMnalm;(2)IJles vatsnra4 Glass xml.oersc ldedayor •SG'=.090'SENTRYGLAS®BY KURARAY AMERICA.INC. =
v
m M OS*mitl B OEDBPA CPRSTOSNEEr15. - STATEOF
,am TECMwlo01•ewkE GENERAL NOTES AND MAP 'O•--
K4EN2E FAa/9a ',��••FCORIOP,:G,\��
SERIES 710 ALUM.SGD-LM IMPACTB LE .'
JR 1Ntdl4 m.�a carr.OFANKA2@a8 ° s0ang NTS 1 1122 a.+v PGTDf30
I
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTHF-11----
LOCATIONS USING DETNL'JrP,'Jd,'Ku"OR'K.'INSTALLATION.
EXAMPLE:4PANEL)D=IN POCKET(p)CONFIGURAITON CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp•pXXO)=X OR XXXXp.OXIN POCKET CONFIGURATION
PER TABLES 1-3 , PER TABLES IJ CAN BE OXXXp.
7 -lir i 'I 2)90'8135'CORNER CONFIGURATIONS CAN BE ACOMBMATION
IOF ANY 2 STRAIGHT CONFIGURATIONS.
tw 3c
MAX.UNIT t / 1 j Q MAX.UNIT / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1J.
HEIGHT / 1t , Ir°� HEIGHT f
PERTABLES IJ / iU� PER TABLES I-3 i 'X'=OPERABLE PANEL,
iso I � '0'=INOPERABLE PANEL,
poor j n PacrrEr I 'p'=POCKET DETAILLETTER
-1.r--+ i—W=WOOD OR METAL INSTALLATION
1-PANEL 3 2-PANEL CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS , + L—SHEETNUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH NOM.PANEL WIDTH �vv DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
PER TABLES I-3 1 13 1 1 PERTABLES I-3 1 3J + PANEL HEIGHT DOOR UNIT HEIGHT-1.866'
A
MAX.UNIT MAXHEIGHT is 7 , HEI
ER
PER TABLES / / / lad@TAB ES1
-1`r--'
-�`r--
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1 3 1 3 1 ] 13
MAX.UNITWIDTH �, MAX.UNITWIDTH
NOM.PANEL WIDTH , ,] , ,a NOM.PANEL WIDTH 3 PRODUCT
wIN REVISED
Ne FloNda
PER TABLES 1-3 - PER TABLES 1J euliaing
DI Ing
_lir___ 3 NOA-Nu a 16-0629.06
13 Eapl-uan Dam 0711712020
is 1 1 9 7 1 i o 1 q
MAX.UNIT 1 19 18 1 i o q o
MAY
UNIT SEE
E G� / 19 / NOTE Mla Prvduct Gootrol
HEIGHT 1 t3 , , to / I1 PER /� II / 2THI5
PER TABLES I-3. I TABLES I3 ® _ / HEFT.
If i� ' :•1,::.
POCNEr� Jl� f%TQiIOR ��;••�r�_:ISF '.
5-PANEL CONFIGURATIONS - r - 3
CORNER,TYP. , ,3
(OUTSIDE CORNER SHOWN, •__
INSIDE CORNER SIMILAR) -"? �
_
mror>n+xar3crrnne
I'M
—y—
';.`•.r°;cFt" 'C�'
SERIES 770ALUM. IMPACT
a.� ryr0�e,-fs9a
A LVMIMILLEFL PE
j fafaafa a� crnraFnlrrxsr>ae smrro NTS -2 X22 —PGTt1130 B Paasoro5
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
3557116'Q 96'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-114'@ 120'HEIGHT LOCATIONS USING DETAIL'J.','Je.'Kw'OR-Ke INSTALLATION.
NOM.PANEL WIDTH t 3 t �` EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 —l`r---i pxxxxp'CO)O=OR)DOO(P.OXXX IN POCKET CONFIGURATION
AN BE
Je 1
2)90'8135'CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT t 1s is s n igg� OFANY25TRAIGHi CON FIGURATIONS.
HEIGHT, t 1 to 1 t s
t S 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
98'OR 120'
"R J I 2& =OPERABLE PANEL,
/ / / / / t'cc+�T i � O'=INOPERABLE PANEL.
'P"-POCKET
6-PANEL CONFIGURATIONS
f—DETAILLETTER
MAX UNITWIDTH W=WOOD OR METAL INSTALLATION
�'c'=CONCRETE INSTALLATION
NOM.PANEL WIDTH ^c SHEET NUMBER
PER TABLES I-3 1 3 3 t3
l`r--
Jc I DLO WIDTH=NOM.PANEL WIDTH-7'
t is s t 7 OLD HEIGHT=DOOR UNIT HEIGHT-10.125°
t to is t is is �6ga PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
MAX UNIT / hom`
HEIGHT to 1s I
PER TABLES IJ Ell
7-PANEL CONFIGURATIONS
3 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH PRODUCT REVISED
PERTABLESI-3 Bun".,lYl gwiN Ne Florltla
r--- NOA-No,
CCoda 16.0629.06
t
t t9 1B 1 9 1 19 t i` I Et fmti—Oato O7H712020
MAX UNIT 3 ,s 1B to a , Mlam ct Oantro
HEIGHT I
PER TABLES I-3
8-PANEL CONFIGURATIONS
�. A7!g i,t•
1 13 1 13 3
o� omtcamamrewI VPPLE CONFIGURATIONS -
a,o„atsm S 770 ALUM.SGD-LM IMPACT
0.LYNN MILLER P.E.JR 1w. cERl.OFAUM PS99B m NrS 3 •22 0..�o PGTO130 B P.E9537a5
GLAZING DETAILS(G3,G3A,G4,G4A,G5&G5A)
7/10'NOM 7/16"NOM. 1'NOM.
3116"HS GLASS 3116"HS GLASS 3116'HS GLASS
.090'PVB
.090'PVB .090'SG 3116'HS GLASS-
'090
LASS
3/16'HS GLASS 74 3116'HS GLASS 74 316•AIR SPACE 74
3/16'T GLASS
82 _
EXIFaIOR 3/4"NOM. ORERIOR 314•NOM.
GLASS GLASS 124-127 3/4'NOlA.
BITE, a BITE GLASS
BRE
EXTERIOR
80 00
79
y 54
55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/1B'NOM. 9/16'NOM. 1"NOM.
3116°HS GLASS
1/4'HS GLASS V4'HS GLASS .090'PVB
.090"PVB .090"SG 3116'HS GLASS-
()Go
LASS
1/4'HS GLASS 74 1/4"HS GLASS 74 5116'AIR SPACE 74
1/4•T GLASS
82 82 _
83
3!4"NOM. 3/4"NOM. 3!4•NOM.
EXTERIOR EXTERIOR GLASS
GLASS GLASS ,24-,27
BITE BETE PRODUCT REVISED
El(LER plying wl,l,the Floddn
!, 8oiltlin9 Gde
et 81 `� 75 NOA4Nn. '16.0629.06
56 E.V.U.....02/17/1020
55
' sy
Mlom o Pmtlucl nlry
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
.
a3
GLAZING NOTES: •�cc•;h,•.,c�.�'.
'ANN—ANNEALED _
'HS"=HEAT STRENGTHENED rto.58'05
PVB"=.090'BUTACITE PVB%Y KURARAYAMERICA.INC. -
'SG'=.090'SENTRYGLAS13YKURARAYAMERICA.INC.
JR gSO.YNiB B SPAf82i
GLAZING DETAIL
� rp79rwwamyoBrvE
SERIES 770 ALUM.SGD-LM IMPACT
�� /91 rJ-�ealEao _ _
"`p1t cFR1:oPwrN mxs ° sco-7m NTS 4 +12 w.•+o PGT0130 B A.L.MM.P•E
JR 11111114
- i
1 I
GLAZING DETAILS(Gfi G6A G7 G7A G8&G8A)
1"NOM. 7116•NOM. 1°NOM.
31*GIA
' ASS
3118'HS GLASS 3178'ANN GLASS--\.090'SG .090•SG 31SS3116'HS GLA — 74368'AIR SPACE 74 3M6"ANN GLASS 3CE 7a3/13116'T GLASS 8283EXTERIOR 3/4'NOM. 364'NOM.1z4-127 314'NOt4. GLASS GLASSGLASS a BITEBREBRE EXTERIEXTERIORa 60 7854r,,b
SS
1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1'NOM. 9116'NOM. 1'NOM.
3/16'HS GLASS 3116'ANN GLASS
.090'SG 1!4'ANN GLASS .090'SG
3ltfi'HS GLASS .090'SG 3116'ANN GLASS
-
SG
74 1/4-ANN GLASS (GLASS
5H6'AIRSPACE 74
1/4'T GLASS 1!4'T GLASS
82
ea 83
3/4'NOM. PxrEwoR 12a1 GLASS
1241 GLASS 7BITE BITE PRODUCT REVISE79
EaP" U= Dn+e 02117/2020
55 b5 Ry
mlam a vmane+ +ro
1"LAMINATED I.G.GLASS,TYPE GGA 9116"LAMINATED GLASS,TYPE 37A 1"LAMINATED I.G.GLASS,TYPE G8A
GLAZING NOTES:
'ANN'=ANNEALED '
'HS'=HEAT STRENGTHENED ,
T=TEMPERED 1.537(3 _
'PVB'=.090'BUTACTTE PVVB%Y KURARAY AMERICA.INC.
•SG'=.090°SENTRYGLAbFbY KURARAY AMERICA.INC.
.m" asnvnfs a 13)SPALEFS rom7EamoLwyDRr,� GLAZING DETAILS "-'�°'•?'•'-.-�'-
n� SERIES 770ALUM.SGD-LM IMPACT :I: ;
A LYNi 616 P.E.
1dfOM4 om cs7rr.oF,+uf„.Bae �SGDJ70 NTS 1 5 122 PG7D130 B vFs 55ros
TABLE 1: TABLE to
Design Pressure(DP)and Anchor Quantities Required,(fora((approved Maximum DP for all sizes:+601.60 sill Heightto Max.(+)DP -
configurations on Sheets 2&3) (May be invited by Table 1A) (Water 1lfhmtim Rating)
For comer as"al anchorage on 90'or 135'comer unite,see sheet 17 Sill Rear Haight (+)Daslgn
Table applies to Glass Door Unil Height (Flet cr Box,sea Pressure,Pe(
Types 3,3A,5,5A,7,7A,8 80' 84' g0' S6' Shest 17)
&IIA and the Stile/Astragal AnchorTS–DLO 73 DLO 9- e D Anchor
Fluah--1/7 ae not6.8 3
types shown below. Anchor Group Anc rGmup AricharOmup Anchor Grwp Madum�3114- a+60.0
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
HeadJSil +1 CA+1 G+1 C4+1 G{+1 G+1 C4+1 C4+1 C4+1 + +1 C4+1 C4+1 C4+1 C4+1 CAN Hi .4' +500
24' DLD Jamh B 8 8 B 8 e 8 a 8 8 B B 8 8 8 a SEE NOTES IJ
P-hods 6+7 fi+7 6+7 6+7 7+6 7+B 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8
Head/Sill C4+1 C4+1 CAN C4
G+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 C1+1 C4+1
30' OLD Jamb 6 1 8 8 8 8 I 0 8 B 8 a 8 8 B 6 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 1 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/561 61+1 C4+1 C4+1 C4+1 I CAN I C4+1 CAN C4+1 CAN C4+1 C4+1 G4+1 C4+1 C4+1 CAH CA+1
a 36'
OLD Jamb B 8 88 8 a B B 8 8 8 B B 8 8 8 1
P-ho k 6+7 6+7 6+7 6+7 7+8 7+8 1 7+1 7+8 7+8 7+1 7+8 7+8 7+B 7+8 7+8 7+8 OH LENGTH
Head/S81 C4+1 C4+1 01+1 C4+1 C4+1 CAN C4+1 C4+1 C1+1 C4+'I C4+1 CAN C4+1 CAH G+1 C4+1
z 4Y OLD Jamb 8 8 8 8 8 8 8 B B B 8 8 B a 8 B
P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+B
HeaNSUI C4+2 C4+2 C4+2 C4+2 C4+21 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G+2 G1+2 C4+2 C4+2 Col OH RATIO21
48' DLC Jamb B 8
DLO B e B 8 8 8 8 8 B B 8 8 o a
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+0 7+8 7+B 7+B 7+8 7+B 7+8 7+8 11
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. J—
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4'SILL.
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS
60.0 PSF MAX WHEN USING THE 4-SILL,POSITIVE WATER OP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE IA NOM.PANEL WIDTH-7'
3)4',3-1/4'AND 2-10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USEDWHEN THE DOOR IB PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125'
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866'
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED
complying with the Fronde
Buadtag Cad.
Straight Astragal Locks"'
90,Astragal Locoble1- 135'Astragal Locknile@ NoA .. 16-0629.06
Intedodc P-hook L.ckstlle@Jamh Assembly Straight Astragal Assembly 90,mtraga1 Assembly 135'Astragal explra0on Dano 02/17/2020
Standard5t0es standardstile Standard5tils Standard Stile Standard Stile Heavy-duty5tlle Heavy-duty Stile Heavy-duty Stile Heavytluty5tile
Outside
Standard Astragal Outside Comer,, Inside mtam Produce Donwl
Comer
Comer
^''�
Corner Outside ,�m>';=;y.^9i:^,:•; �.
Inside Comer Carrier
Part#60(Stile) Part#61(Stio) part#119(Out) Pan 261(stile)
Part#60(x2J
pan 9130 Part q60 part 1160(S67 tile) Part 960 pan#118(Co roer part#120(0, Pam 931  Part#51 _ //••
Receiver) (Com.&Fyd M.ml �7.'• - -
taro TFf!#iarflGYJYdVE DPANDANCHORAGE
NPA7<E FLa1Z13FM
n'•......... •'_
SERIES 770 ALUM.SGD-LM IMPACT
A N hI
LYNIt1EB,PF.
P.�
JR f AV14 ..a., rmr.oFAtrrN rmae srnnp 7J75 6 r?2 raw PG7i1130 B seros
TABLE 2:
Design Pressure(DP)and Anchorquanthlea Required,(foraliapprovod conilgumtions on Shoots 2&3) Maximum DP forallsices:4801-80
For comer estmgil-ha ge an g0"or 135'comer rwb,sea.het 11 ohy he iimled by Teb%2A)
Tat.AW.to floss TypesDoxum M
4.4A,B,6Afar,7,TA,8&BA ' 1. 80' 96- 102' 100' ,IV 12V
and dib Stee/AsLagal types 0,718"DLO 7171 LO 79-7/w OL !a.,Lo 1•T/a' O 07-7/8•DLO I 1037/8- O 09-7/8'DLO
s7,mm bfts. uup remeP Arx�tGmW .-- Armtee AKFa1 C-IM AnOor G�nep A.W Ora.
1 2 ] 4 1 2 ] R 1 Z 3 { 1 2 3 R 1 2 J 4 7 i211 4 1 2 B { 1 2 3 4
atLSa Gal +1 C4a1 G+ G• G+1 +1 a1 Uai Grl G+1 Ga1 Ual Gat G+1 1 Ua ON1 Gal 1 «1 •1 Gal G+1 G+1 1FC410124' pLp Jamb $ 8 8 8 8 8 6 8 8 8 8 e e e $ 6 td 10 10 YO to 18 10 10 s0 f0P-haik 8+T B+T 8+7 8+7 7•B ]+8 7•e 7+B 7+g 7+B 7+B 7+B 7•B 7+B 7+8 T+8 B+9 e+B 8+B 8+gBab 6.0 8+g B+g 8+10 9+10 (H1)*a S79 04.1 G+1 G+t C4+1 GN G+f 0N1 G+1 G+1 G+1 G+1 G+1 G+1 G+7 G+t Gat Gay C i U+1 CN1 U•1 GN G+1 G+1 U+t U+t GGNpJ=b a 8 B8 8 e 8 8 8 8 8 8 8 8 B e 10 t0 10 10 id 10 SO ie td YO f0 t0 t9 t0P hsak Bal &a7 6+7 B.7 7.B T.8 7+a 7+8 7+0 Tae 7+8 7+B 7+8 +8 7+8 I+6 ea8 $a9 8.B a+e 8+B 6+9 B+B 9+9 8+10 8+10 8.10 0+10 0+10 8+70
Head5tl U+1 GN G*t G+1 GN Gat CA+t G+1 G l G•1 G+t G+1 Uaf Gat G«i CMi Gat G+1 G.1 U+1 M =Gat G+1 G+i G+1 o;. Gat Grt G+i
LD Jamb 8 8 8 B tl 8 0 6 8 8 8 a 8 8 8 8 10 10 10 10 t8 70 10 t0 10 10 70 70 t0 f0 10 10
�Y POnot 8.7 0+7 B+7 6+7 7a8 7.9 7+a 7+8 7+ 7+B 7+B T+B T•. +B 7+8 I+8 B+9 6+g 8+8 0+9 B+B 6+9 a+g 6+9 eH0 9.10 9+10 8+10 BNO M10 8+10 9+10
T
6 +1 +1G+1G+1 +1 +ifiNSiGG +s Gt i Ct Gt : qi
12 "5 B G+tGG:7-11-111;371 G+t G+i 05+7 CS+i
[31-0
JambB 8 B B e a a 0 6 8 a a 8 8 B t0 t0 10 10 10 t0 10 f0 10 0 10 10 10 10 70 10
ssnual B+T 0+7 B4+ 6+7 7+8 7+B 7+8 7+B T+8 7+B 7+8 7+B 7+8 7+e 7+B 7+B e•B H+B 8+9 B+9 $+9 B•9 a.9 6+9 Will 9+10 8+10 9+10 wo 0«10 8+10 9+70
dF 47' Headr00 U:2 G.2 G+2 G+2 Gat G+2 U+2-2 Ci+2 G+2 CS•2 G+2 G+2 G+2 G+2 G.2 G•2 G+2 G+2 Gat Gr2 cA.2 t3a2 OS+2 Gat G5.2 C6+2 C8a2 C5+2 CB.2 C6+2 C5+2
z 58' DLD Jamb B a 8 8 B 8 8 a B e 8 6 6 8 0 B 10 f0 10 / 10 10 10 10 7tl 10 10 70 I0 10 10
P444ok 6+7 6.7 6+7 d7 NB 7.8 7+a 7+B 7+8 7+0 ].e TaB 7•e A. 7+6 HB B.9 B+8 Bag 8+8 6+0 B+9 B+9 B+B 8.10 8«10 9+10 9+10 D.tO Ba10&10 9+10
F1aarI8�Il Gat G+2 G+2 G+2 G+2 G+2 Ct+2 G.2 G.2 G+2 G+2 G+2 G+2 G+2 G+2 U.2 _
54" DI-0 Jan16 $ 8 0 8 8 a B 6 a a B B e $ 8 8
F;4- 6+7 0+7 6.T 6+7 7+8 7+6 7+8 7+8 7a5 leo 7+8 T+8 7+8 7+a 1 T+$
Ha'26! G.2 G.2 G+2 G+2 CI-2G+2 G.2 G+2 G+2 Cd+2 G.2 U+2 G.2 C L2 r 2 Not available in these sizes
QJamb e o e e e e e e 8 e a e B B e e
P-iroak 6+7 6.7 6«7 ti+7 7+8 7+8 7+8 7+8 N8 7.8 T+8 7.8 7.6 T+9 T+t1
NOTES:
1)POSITIVE 0=EXAMPLE ON SHEET 9
TIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114'SILL DLO WIDTH=
2)WHEN USING THE 2.1/2-SILL,POSITIVE WATER DP IS 48.87 PSF MAX.WHEN USING THE 3.114'SILL, TABLE 2A NOM.PANEL WIDTH-7'
POSITIVE WATER DP IS 60-0 PSF MAX WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX $III Height to Max.(+)DP
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A (VJaterinBllmiion Ruling)
OH LENGTH I+-- DLO HEIGHT=
3)4",3-7/4"AND 2-12'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1Y2' DOOR UNIT HEIGHT-10.125'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. Sul Riserffetlpx
(+}Design o
(Flet or Box,see w ¢ PANEL HEIGHT=
POITIVE DESIGN PRESSURES SHOWN INTABLE 2 MAYBE USED WHEN THE DOOR I6 PROTECTED BY Pressure,psf = O� OH RATIO 21
ANS OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT 6tAGRAMI THIS CONDITION IS Shoot 17) o DOOR llNRHEIGHT-1.B6S'
NOT RATED FOR WATER INFILTRATION. Flush-1-10 see-to3 p Q
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Lav-2.1/2' +46,67 1
5}DOOR SITE TO COMPLY WITH CURRENT FEC EGRESS REQUIREMENTS WHEN REQUIRED. Medium.X114" +60,0 J-
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' OH LENGTH
TALI-�• SEE NOTES 1.9 OH RATIO=OH HEIGHT PRODUCT REVISED
pi In e,the Florida
THE FOLLOWING
amildtlmg r� I
STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. NOAAaa. 16.0629.06 )
Interlot* P-honk Lodutile@i Jamb $1ra7ght:b=gal Uicksole@ BffAltngai Locksbie@ 135'Attragai Lockstile@
Assembly Straight Astragal Assembly So-Astragal Assembly 135'Astragai E+Pira6on Data 02117/2020
Heavy-dutystiles Heavy-0etyStile Heavy-duty5111e Heavy-duty5tile Howy-duty Stile Heavy-datyStile Hesry+sutYSfile Heavy4ury5t11e Heavy-dutySBie ey �a i
Standard Astragal Inside Miami / Tnvo3T'
Outside Cumer,, Outside
d--. rr'_'F`,'I�•f��,Ba.-L.g-LII. Center comer
Inside rnt" mer'I� Comer 0utsitle 1"-'` •-•.''?
Comer `' ,_"rtz •
Part out(Stile) Parta6l(Stile) Part a319(Out) Part 06I(Stile)
Pan a61(xl) Parta61 Part N61 Part O61 Part a118 Comer Pans ail&N32 Part N61
.11,167(Astragal) ( Pan a120(In.)
Rece7ver) (Com.&Fxd Mount)
nevrsxwxodroussDPANRAAfCXORAGE
M YFNTCC rLJ12r6 (r�I •`�.�':-.:;, ii(
carry+el•rcra [y �SERIES 770 ALUM.SGD-LM IMPACT
JR maw rFRT,dfANa.A7d2a1 0 SClD7l0 NTS 7 -22 moo P(3TD730 B At 101 PEA ILLS PZ
(
TABLE 3: TABA:
LE 3
Design Pressure(DP)and Anchor Quantities Required,(for all approved config uratlons on Sheets 2&3) Maximum DP shown below SIA Height to Max.(+)DP
For comeracbagal anchorage an 90'or 135'cmler urdta,see sheet 11 (May be llethed by Table 3A) (Water lefiltraBen Rating)
Door Unit Haight Sig Riser Height
Table applies to Glass Types 4,4A. 80• 84' 90- 96' loT 108' (Flat of Bob,see (+)Design
6,FA.7,7A,e 6 m endthe Sulo, 69-7/B"DLO 7l/8'DLO 79-7 B-D o 85-7re-DLO 91-SIB-DLo 97.18.17 O Sheet 17) Pressroa'par
Astragal types show blas. AnchorGmup I Anch.—p I Anchor Omup I Anchor G-rp Anchor Group Ara PrGmup Flesh-1-112° am note 3
1 2 3 1 41 1 1 2 1 3 141 1 1 2 1 3 1 4 11 2 3 4 1 2 3 4 1 2 3 4
6.67
PD-4,
ressure i/-90.o sr - Psf +/-75.0 alum-7/T +40.0
&SN C4N C4N C4a1 G+1 G+I C4+1 CA+1 C4+1 CN7 C+i C4+7 CO1 C4+7 CpN G4+1 CRa1 C'1+1 C4+7 CH7 C4+1 C4+1 CA+1 C/+1 G+1 Medium-3-114' +B0.0
24' mb 8 B B B B B B B B B 8 B B B 8 8 70 10 10 10 10 10 10 10 Nigh-4'
nic 647 647 6+7 6+7 7+8 7+8 7+8 1+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+8 B+9 BH 8+9 a+9 8+9 8+9 9+9 B+9 SEE NOTES 13
ressure +/-90.0paf +1.825 Psf +I-75.0 f
30• SIg C4+1 C4N C4i1 C4+1 CA41 C4N CA+1 C4+1 C4+7 C4+1 C4+1 C4N 0441 GiH 04+1 04+1 CA+1 C4N C4+1 C4N C4N G+i C4N C9N
mb B B 8 8 B B B B 8 8 B B 8 8 B 8 10 f0 10 70 70 10 10 10
Cod( 5+7 6+7 6+7 6+7 7+B 7+8 7+8 7+0 7+8 7+8 7+11 7+8 7+e 7+8 T+B 7+8 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9
re— +/-90.Opsf +/E2.5psf +/-760 Pat
9S81 C4+1 C4+1 0442 C7+2 C7+1 CA+1 C7+2 Ci+2C4+1 C4+i CS+2 C5+2 CAN C441 C5+2 C5+2' mb B B 8 B 8 8 B 8 B 8 B 8 B B 10 B 10 1 10 1 10 70 10 10 10 f0
P-hoak 6+7 5+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+15 1 7+8 1 7+8 1 7+8 1 7+11 1 7481e+91 a+9 I B+9 8+9 1 8+9 I 5+9 1 8+9 B+9 1 8+9 1 Big I B+9 II
e Design Pe— 4A apsf .14725 psf +1.76.0 par OH LENGTH F-—
35- Head/SN 24+2 c1+2 C4+2 Cbi2 C4+2 C4+2 C6+2 C542 CSF2 C5+2 C5+2 C6+2 C542 C5+2 0542 C5+2 05+2 C6+2 C5+2 C5+2 0542 C542 C5+2 C9+2 2
42' DLO Jamb B 8 8 8 8 8 8 8 8 B 10 8 a 6 10 8 10 10 10 10 t0 10 10 10
O
P-hook 6+7 748 7+8 7+8 7+8 7+8 — 7+8 7+B 8+9 849 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8a9 1 8+9 8+9 8+9 a+9 8+9 = of
of OH ROTO z 1
Oaslg,r P2astee +1-90.Opsr Soa None A EebfY +ts apsf +I-76.0 per = o
48• 41- HeadIS81 CA+2 C412 C5+2 CS+2 C4a2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 C542 C5+2 C6+2 W+2 CG+2 C6t2 C5+2 C6+2 CG42 C5+2 G5+2 Cfi+2 +2 O
DLO Jamb B 8 8 6 8 8 10 8 8 8 10 8 8 B 10 B, '. M,
10 10 10 70 10 fo 1
Rhotic 6+7 1 7.8 1 7+8 1 7+8 1 7+8 11+9 1—1 11+9 8+9 1 8+9 B+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9110 849 9N0 9+10 9+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A,8&BA;+/-87.1 FOR GLASS;YPE 7
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4-SILL. DLO WIDTH= OH HEIGHT
2)WHEN USING THE 2-112-SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 31/4'SILL,POSITIVE WATER NOM.PANEL WIDTH-7-
DP IS 60.0 PSFMAX,WHEN USING THE 4•SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A DLO HEIGHT=
3)4-,3.1/4'AND 2-112•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'SILL IS NOT AND DOOR UNIT HEIGHT-10.125'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866'
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISiED
ora plying wltb Ne Florida
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FORTA13LE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. —,,ang coda
StmightAstragal L-1=11e @ 90'Astragal Lockatile @ 135'Astragal Lochole 16-0629.06
Interlock P-hook Lackstlle@lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astmgal I Plmrioe oate02/1712020
Heavy-duty Stiles Heavy-dutySWe Heavy-duty Stile Heavy-duty581e Hem-duttSile Heavy-duty5ole Heavy-duty file Heavy-duty5ble Heavy-0uty5nle By
Heavy-duty Astmgal OMIda C.m.r Oufdde Iralde bvamM- evot eoatro
Core Came' '
J-- 11.1,i`'•
Inside Card n Comer Outside
Comer
Part (Stile) Part 951(SOIe) _ .587r-' -
Part#61(x2) Part#61 Part 961 Part#61(Shce) part#51 Part#118(comer Part 0119(Out) para A31  Part#61
Part 968(Astragal) Receiver) Part#120(IR) (Com.&Fxd Mount)
,o7o revawtosvderva OPANDANCNORAGE
NV6Y.C�fi J417a
ro41J+a1.r4m SERIES 770 ALUM.SGD-LM IMPACT
A.LYNN MILLER PJ:
7d7tyf4 LEM.OPAImaI sco-7ro MS B •22 w..PGT0130 B P_asmas
NoFRAmrz 7-8*P-MOOK ANCHORAGE CONSISTS OR
SEE V`- JAMB (7)P-HGOK ANCHORS, EE'C6*CLUSTlER
(PERPENDICULAR TO DETAILS,SHEET 10
SPLICE REQUIRED EN SEE"C5"CLUSTER MAX.AUNIT WIDTH SEE"C5"CLUSTERD OLS, FORASTRAGAL
NOTE EXTERIOR PLANE)SEE TABLE Z S OETAJLS,SHEET 110 FOR REQUIRES-W SHEST10FORINTE CK 24.
THIS' 7: POCKETS AND INTERLOCK CLUSTER,SEE
MAX O.C.
60,NOM
SHEET SEE POCKET (8)P-HOOK -li6TH —DETAILS SHEET 11 PANEL W
JAMB x
6'MAX
MOUNTING
ADAPTER
INSTALLATION,
THIS SHEET ANCHORS MIDWAY
&SHEET14 BETWEENp.HoOK
ANCHOR$&AT 3- 4 PAIRS OF
-=FRAME ANCHORS
7 FROM TOP&
ANCHORS (TOTALB
BOTTOM IV UNIT
4.051: JS33gg MAX 0 r- 21'MAX ANCHORS)
-WXTOOPENING f'N.1 - IVI— HEIGHT OC.
EDGEOFPOCKET SEE 0 0=P-HOOK PERJAMB
0
INSTALLATION ANCHORS DE_rAtL(SEEJAMB
DETAlLS'Je&Ko, z
.,�T M O=P-HOOK BELOW)
END PANEL SHEET14& 01 X
ANCHORAGE OETAILS'J'&w. WMAX MOUNTING
24"MAX (2 ANCHORS) SHEET III FOR ADAPTER
D.C. -42' P-HOOK L----6*MAX ANCHORS
ANCHORS ENDPANEL
"-ANCHORAGE L ANCHORAGE(SEE
ANC
HCRAGE SKETCH BELOW)
W)
(SEE SKETCH BELO
W IIAX,TYR • ANCHORAGE ANCHORAGE
OF PAMEL I ANCHORAGE ANOHORACE ANCHORAGE
24"MAX F--.CK,9101-OUTSIID,ECORNER-2XXXKO-EXr.MOUNT POCKET ANCHORAGE PLAN: 2..04*
60"x88'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE Z SHEET 7)
6- SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET I ANCHORS MAY BE ADDED
CENTERLhVC 2) LOCATIONSPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: Mr AESNEEIIFOR SILL DTOAL113NTHE
60, _OF 8"MAX FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM HAD IF A SPLICE
-HOOK.
NOM. INTERLOCK APPROPRIATE TABLES,SHEETS 6-BAT EACH INTERLOCK AND STRAIGHT AND CORNER 21* OCCURS AT THE P
MAX
PANEL SEECS'GLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
WIDTH ETAILS,SHEET 10 ANCHORS PER PANEL ADDITIONAL ANCHORS 24'O.C.MAXIMUM.
FOR
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS
L '-2'ANCHORAGE REQUIRED IS OVER
IF THE D.C.DISTANCE To THE ANCHOR S.w
C ER
2
LU ,OTHERWISE ANCHORS ARE NOT
F MAX
REQUIRED AS PERTHEFIGURE AT FIGHT'. PRODUCT REVISED
-LCEArTERLINC JAMBS&P-HOOKS 6"MAX
FROM BOTTOM,21'MAX ANCHOR PAIR D.C.(JAMBS),IV MAX ANCHOR -1
OFPANEL2 O.C.(P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8.SEE
P-HOOK ANCHOR DETAILS ON SHEET 14, FRAME JAMB Vpl.ff-V�.02111712020
REQUIRE' 2"ANCHORAGE SEE*CS'CLUSTER PANEL ANCHORPAIR
.11.CLUSTER,BE CENTERLINE DETAILS,SHEET 10 CEN7ERIJ END
L I
By
4.051- 1 A I•'-OF
(2 ANCHORS)
/-DETAILS I FOR ASTRAGAL ANCHORAGE
SHE I —OF CK
.T"�l AL ASTR�GAME. MAX
W)Z
EXTERIOR CENTERLINE +2'ANCHORAGE 06NTERLNE '-2-ANCHORAGE-/ I—CENTERLINE
OPPAIVEL4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
OT
ANCHORAGE SPACING&EXAMPLEPLANS
a�rTraoIsm [y? SERIES 770 ALUM.SGD-LM IMPACT
JR IM04 S.. PGTolso
ASTRAGAL OR ...SPLICE LOCATION ASTRAGAL OR I(FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6-DWG. PO4.
INTERLOCK__[I. IF NEEDED INTERLOCK'}CONDITION,USE INTERLOCK
IF NEEDED 2.04-
CENTERLINE I 44-D
6'CLUSTER DETAIL) CENTERLINE
1.75' 6'DWG.
3.5' 7'
1.75° 3.S 21"
4" .D MAX
O.C. TRIOR
2.04° 204' 204'
I 21-
5
1'
5.64' MAX
exrlE-rlroR 3.5' 7- Eur�E�n(�R EXT,fE7R,IOR 7• 3.5' O.C.
V V 2-TRACK FRAME HEADISILL v 2-TRACE(FRAME HEADISILL 6'MAX
2-TRACK FRAME HEADISILL 5.84'
A ASTRAGAL OR INTERLOCK -(d)ASTRAGAL OR INTERLOCK a ASTRAGAL ORINTERLOCK �2_.��
(USE WHERE 4 CLUSTER (USE WHERE S CLUSTER NSE WHERE 6 CLUSTER FRAME JAMB 6'MAX.
ANCHORS ARE REQUIRED,•C4•) ANCHORS ARE REQUIRED,'G51 ANCHORS ARE REQUIRED,'06-) ANCHOR PAIR 7�
I 4-TRACK
ASTRAGALORI LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DWG. FRAME JAMB
INTERLOCK--F' CONDITION,USE INTERLOCK--riF NEEDED ANCHOR PAIR
IF NEEDED INTERLOCK+-I
CENTERLINE I CENTERLINE C6'CLUSTER DETAIL) CENTERLINE 204'
35' 3.5 7• 3.S
ANCHORS MAYBE INSTALLED
21• EITHER IN THE EXT.OR INT.
2.04' 'DWG, MAX, TRACK(INT.SHOWN)
4.08' 4.OB' O.C.
2.04'
5.8d• NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR7. ExTERIOft 7' 4-DWG. PXT1E-1aoR 3.5' 35" ARE BASED ON MIN.
`5 ITRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL 6•M ALLOWED.
(d)A$TRAGAL ORINTERLOCK 0 ASTRAGAL OR INTERLOCK CatASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER NSE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER CK FRAME JAMB LOCATIONS/ANCHORAGEAT
ANCHORSARE REQUIRED,'C4') ANCHORSARE REQUIRED.-06-) ANCHORS ARE REQUIRED.*C6') ANCHOR PAIR P-HOOKSEE SHEET 9.
ASTRAGALOR {..SPLICELOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTER K4 IF NEEDED INTERLOCK(FORSPLICE INTERLOCK
'^-CONDITION,DO NOT CONDITIONS ONLY:
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE'CGCENTERLINE
_...II 'CLUSTER DETAIL) IF NEEDED
1.75 95' 3,5- PRODUCT REVISED
3.S 3.5 T Building Cad9 wHh the Florldo
Non-No. 16-0629.06
2.04' 4'DWG. 2044'DWG. 2.04' Expiration oat-02/17/2020
ay
2.04° 6.3T DWG. 4'OWG.
4.08' I
4'DWG. I 2.04' I
E%TERIOR EXTIE�RIOR EX
T TTERIOR T 3.5' ,:i',
4-TRACK FRAME HEADISILL HEAD/SILL 4-TRACK FRAME HEADISILL -
(d)ASTRAGAL OR NTERLOCK Cn1.ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,°C6') _-
ANCHORSAREREQUIRED,'C4-) ANCHORS ARE REQUIRED,'C5-) WITH B WITHOUT SPLICE CONDMON ((�
mwery. tv
rpro TEamat�yoRrvE ANCHORAGE,EXAMPLE CLUSTERS
-
,,,,,., SERIES 770 ALUM.SGD-LM IMPACT I
A.LYNN MLLLEK PE
JR i6H0H4 c� CERr.orAurnl�saa SG611p MS f0 x22 pGT0130 B P.EA5H/05
I
2.04' 2.04' IRTEMOR 2.04° INTERIOR 2.04' NOTES:
4OR
WT m— 7., 1.ALL DIMENSIONS SHOWN
1114,
94, ARE BASED ON MINIMUM
AG. 4`DWG. 35. ALLOWED.
6.12" 3.5 2.DETAILS DEPICTANCHOR
INreINTERIOR7' 1 .R QUAR QUANTITY AND SPACING,
90 3." EXTERIOR AND WOULD BE IDENTICAL
RIOR ExrEwOR 4'DIAG. 4'DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
. 4' 3.S 4, ^+1•ANCHOR
EXTEwO 4` 2.04' T2.02.04' 2.04' —� 8.94°
EXTER OR
90°CORNER 9a*CORNER 135°CORNER 135'CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 50R(3CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR a CLUSTER OF PANEL
ANCHORS ARE REQUIRED,•C4" ANCHORS ARE REQUIRED,'CT) ANCHORS ARE REQUIRED,'OD ANCHORS ARE REQUIRED,'C6')
4.08'
•+2'ANCHOR
IMERIOR *� T�§FrMm
4.08' -7
24• 3.54'OIAG.
IMERIOR 90• 7• I CENTERLINE
]A IEXTERIOR OFPANEL
,5' "+3`ANCHOR
4.08' 4. •5.37' G. CENTERLINE3.5' 4° 4 OF PANEL4'OIAG.
E%iER10a 7 EINTERIOR ALL •+2°ANCHOR 3.S
90°
CORNER 135°CORNER V�VIEWS 7°
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V L�CENTERLINE
('CG'ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED I OFPALL
ATALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4�'DIAG, 2-TRACKFRAN HOR LAYOUT INTERMEDIATE ANCHORLAYOUT
IWERIOR 6.12 I 204"
2.04' 8.12' 3.6'
EXTEa10R, �CENTERLfNE
4` 5.86" OFPANEL PRODUCT REVISED
INfFAIOR
PIyon wi15 Ne Flarlda
tNTEruoa 35, 135° °+3`ANCHOR Building 'F.'16.0629.06
4. .04" NOA-No.
DIAG. 7• Ex I.finn5..02/1712020
6.12' 4"D G. 1,,
7°+EXTERIOR 4.08' MYI.m- r.4uct Control
2.04' 3.5° 4" IA*G.
3.5' I
EXTEwOR 7' EXTERIOR 4` 204' CENTERLINE ,a'�'-••-�_cEaCc :n-�
90'CORNER 135°CORNER I OFPANEL '.
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 5� ••",
("Ce°ANCHOR CLUSTER REQUIRED ('C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) 3-TRACK SIMILAR
Tow TEPMOlo(A'oRNB ANCHORAGE,EXAMPLE CLUSTERS .. '
oes RVEM1;CE.fL3,Z15 ^ •.�''��:'",'
SERIESTIOALUM.SGD-LM IMPACT _
o+.rvr A LYNEY mos,P.E
P.E.asa7os
Jaf(Y1WT4 n.a.e cPar.o>=nuTN rmss sco-no N75 11 a7L PGT0f30 B
e
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET MIN.OF3THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE
BEE TABLE A SHEEP 1 SEE TABLE A.SHEET 1
2-1116"• 2-1118'• 2-1116°• NOTES:
ocrEwDR 1/4' 114' 1/4' 1.ALL DIMENSIONS
a MAX. o MAX MAX. SHOWN ARE BASED
"( r SHIM E'IT�cR r SHIM R SHIM ON MIN.ALLOWED.
EMBEDMENT: i + 7 T 2•MEFAL OR WOOD
SEE TABLEA J i I SUBSTRATES MAYBE
SHEETI USED FOR ALL FRAME
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A,
2X WOOD SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES SHEET 1.
TYRNOTES'SEANCHOR &TABLE A,SHEET I NOTE 3,SHEETI &TABLE A,SHEET I NOTE 4,SHEET I &TABLE A.SHEET I
NOTES SHEEF 1 'DIAGONAL O.C.IS
WOOD
FRAME HEAD WOOD INSTALLATION
FRAME HEAD METAL K FRAME HEAD MIN 4"(HEAD&SILL)
�WOODINSTALLATION e®w WOODINSTALIA710N METAL INSTALLATION OR6'(JAMB)SEE
WOOD ANCHOR TYP., 2XWOOD WOOD ANCHOR
TYP.. 2X WOOD SMS ANCHOR NP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHO�HE
ES TYP.. ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES BEE ANCHOR
&TAB LE A, I NOTE 3,SHEETI SEE &]ABLE A,SHEETI NOTE 3,SHEETI SEE &TABLE A,SHEETI NOTE 4,SHEETI
SEEANCHOR ANCHOR ANCHOR MIN.OF3 THREADS BEYOND
NOTE 5,SHEET NOTE S. NOTE 5, THE METAL SUBSTRATE
1(114•MAX,) .a:.: SHEETI .._� SHEET I
_j (114.�) ..-._,._..._ ._...,s:....-.�.. 1 (1/4•MAX) .._a_. ._.._ .,,�..
EXTERIOR T EKTERIOR LEMORTCET=�
EMBEDMENT:SEE
TABLE A SHEET I
2-1/18"' 2-,f16"• �2-1/.1 EDGE DISTANCE
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A SHEET 1
SEE TABLE A,SHEET 1 SEE TABLET 1
E A.SHE
EMBEDMENT:SEE TABLE A SHEET i EMBEDMENT:2-TRACK FRAME SILL SEE7ABLE A SHEET 1
WOOD INSTALLATION - W OO D INSFTAALLATIONE SILL METAL IN4rKSTALLATMESION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE
TABLE A SHEET 1�I EDGE DISTANCE:
SEE TABLE A
EMBEDMENT:BEE METAL TYP., SHEET PRODUCT REVISED
TABLE A.SHEET 1--•-1 EDGE DISTANCE: SEE ANCHOR plying nNn en.El.aaa
EDGE DISTANCE: SEETABLEA, NOTE 4,SHEET euaame Cotl
2X WOOD SEE TABLE A. 2X WOOD SHEET 1 _N..-N;.___j6-0r29.06
TVP,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR Eapi-t.Dat.0211712020
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR TYP., miam oauoe conem
&1116•• SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-171W &TABLE A SHEET
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
B TABLE A,SHEET SEE ANCHOR NOTESTHREADS '
O STABEXTERIOREXTERIORLE A,SHEET BEYOND THE IYNN y
RSUBSTRATE
EXTERIOR II ' �`OHY
S STRATE
•k-"" j
114'MAX.SHIM----I F-- n V E3��;
v 114-MAX SHIM—�-I 1---
1!4'MAX SHIM No,56705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB4-TRACK FRAME JAMB
WOOD INSTALLATION H®w WOOD INSTALLATION I®w METAL INSTALLATION -
exm `gK
faro TECHNOLOGYf)RN£ ANCHORAGE DETAILS
N V£Wf{FI9095 •C"•.FLJiIal:'�j\`:
SERIES 770 ALUM.SGD-LM IMPACT
Per�reafano _ _ _ _
0.Ll arf Nluee�PE
JR fafan4 a.we cERr.[.kwrnlaae �soo-np NTS 12 +22 R.�o PGTI7130 B P.E#SBTos
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A SHEET I NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET
A,SHEETI 2-1116" PER TABLE p.iryg•- PERTABLE 2-1/16°• ON MIN.ALLOWED.
A,SHEET 1 A.SHEET 1 1/4" •DIAGONAL O.C.IS
EX1ERIpR y _ ''_4: �•, :-.:r:•; MAX. MIN4'(HEAD&SILL)
1�3T I ::::':. .. ,... ..•.. 1 SHM OR6"(JAMB)SEE
EMBEDMENT':J 1�114• WOR 1/4" pr �oa 71 DETAILS,SHE
SEE TABM M MAX /ti I 10&11.
SHEET 1 S
PROPERLYSECUREDIX CONCRETE ANCHORTYP., PROPS EYSECUREDiX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1
C ® NC RETE INSTALLATION CONCRETE ISTALLATION CONCRETE INSTALLATION
i
CNCRETE ANCHOR TYP., PROPERLYSECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED IX
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEEANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTE B,
1(114-MAX) SHEET 1 SHEET 1
1 (114"MAX.) I /4'MAX.) I
EXTERIOR -; EXTERIOR ;" 1 RIO r�:`:::• 1
CONCRETE
2-1116'• 2-1116" �2.1l16°•.- PERTABLE
EDGE DISTANCE CONCRETE EDGEDISTANCE CONCRETE EDGE DISTANCE: A,SHEETI
SEE TABLE A SHEET I PERTABLE SEE TABLE A,SHEET I PERTABLE SEE TABLE A,SHEET
EMBEDMENT:SEE TABLE A SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1
CONCRETECK INSTALLATIONNSTALLATION COILL NCRETE INSTA SILL
LLATION CONCRETEIINFRAME
TALLA71ON
EMBEDMENT:SEE
TABLE A SHEET 1�I
EMBEDMENT:SEE
TABLE A,SHEET 1�1 EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A.
_y IX WOOD BUCK TYP., SHEETI PRODUCT REVISED Fbrl4a
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TA9LEA mnn 1
TABLE A.SHEET 1 _ TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, emia'm9 CodeW J
EDGE DISTANCE NOTES&TABLE A - SHEET 1 NOA-No. 16-0629.06
PROPERLY SECURED )
IX
WOODBUCKTYP., _ SEE TABLE A. SHEETI e><vl,.von Date 0211712020 T
SHEET 1 `.2-1/16'-
SEEANCHORNOTE3, CONCJCMU ANCHOR :`2-1116"'
SHE TYP.,SEE ANCHOR 1 e
it.2-1116•• PROPERLY SECURED NO111 TABLE A, miamw vroauc,con rol
CONC./CMU ANCHOR 1X WOOD BUCK TP..
TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, SHEETI CONCRETE
NOTES&TABLE A CONCRETE —ORCMU
SHEETI OR CMU
EXTERIOR
SH
CONCRETE EXTERIOR PERTABLE Voa - A.SHEET 1
I� I OR CMU .' V r
'G114'MAXSHOd--II-•� PERTABLE 15,
ffT1 A.SHEET `.``.�,C?;........_•1/(1 ,'
A,SHEET 1 V 114"MAX SHIM----�E---
114'MAX SMM F— ay
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAMEJAMB
� :' N.s27C5
CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION I®e CONCRETE/GMU INSTALLATION = i
6s16 C=
r. a WOTG3NXUGYG NE ANCHORAGEDETAILS =gyp`. 3T 'a/Uu
SERIES 770 ALUM.SGD-LM IMPACT _ <<u^^;'�cnmh•ti�?
la0aas,sm _ _iT.1
a Ly Sa►ea�s s at
—JR, rFxr.ovwm.aazae SGR1l0 NTS 3 » a..a PG70130 B v
I
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWNARE BASED
REQUIREDATALL 2.693-MIN. ON MIN.ALLOWED.
INSIDE POCKETS 'EDGE
EMBEDMENT:SEE T, PREVENT — DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC. ILLUSTRATIVE
Oo o SEEANGHORNOTES _ ANCHORTYP.,SEE ' PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEETI 26 ANCHOR NOTES& TABLE A,SHEET I FOR
SEE TABLE A, (ALSO SEE TYP. TABLE A.SHEET 1 ALL APPROVED
SHEETI 2e SUBSTRATES.
ILLUSTRATION,SHEETS) 1-1/4'MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A.SHEET EMBEDMENT: 2� �1 SHEETS 6-8 FOR
23 SEETABLEA, P-HOQK MOUNTING REQUIRED P-HOOK
EXTERi°R SHEET.1 - AOAPTERCONCJCMU AND P-HOOK
PHOOKWOODANCHOR TYP., _fL - ANCHOR TIP.,SEE MOUNTING ADAPTER
fit// P-HOOK '-� :`.`.'.':; ANCHOR QUANTffIES.
SEE ANCHOR NOTES - ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR ALSO SEE EXAMPLE
ALSO SEE TYP. EMBEDMENT:SEE (ASHEET 1
( 2.693'MIN. CMU P;SHEET I TABLE A,SHEET I (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A;SHEET i ILLUSTRATION,SHEET9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18#20#22 OR#24, PARTS#18.#20,#22 OR#24.
WO OD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRE41CMUINSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 10.2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEEANCHOR P-HOOKMOUNTNG CONCRETEOR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A SHEET i ANCHOR NP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET ANCHOR TYP.,SEE CMU PER TABLE
BEYOND THE METAL ANCHOR NOTES A SHEET 1 ANCHOR NOTES&TABLE
A,SHEET 1
SUBSTRATE 29 &TABLE A•SHEETI EMBEDMENT: - (ALSO SEE NP.
(ALSO SEE TYP. 0. ILLUSTRATION,SHEET 9)
SEE TABLE
ILLUSTRATION, SHEET 1 ;':.`..�._•,
EMBEDMENT:
SHEETS) .r..:'.r'::.::-•-;i •.:,
SEE TABLE0. DISTANCE:SEE
SHEET 1 T BLE 0.SHEET 1 :;•i 1-1l4'MIN.EDGE DISTANCE
- �� PRODUCT REVISED
1�•Ing vNN Ne Florida
� '���.���••�39 � Buliding Wtle
P-HOOK SMS ANCHOR TYR, Noa-no. 16-0629.06
SEEANGHORNOTES °«10R PANCHORONCJCMU F�(TERIOR
8 TABLE A,SHEET 1 ANCHOR TYP.,SEE fT e.Plr-aeon Dace 02I7712020
(ALSO SEE TYP. ANCHCR NOTES STABLE V
2.693'MIN. A, HEET 1 0
ILLUSTRATION,SHEET 9) EDGE DISTANCE ALSO SEE TYP. 2.693°MIN. ra am rod��e canwl
( EDGE DISTANCE i
ILLUSTRATION,SHEET 9)
K®P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS I
w PARTS#19,#21,#23 OR#26, PARTS#19,#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR fP 'JR
SEE TABLES I A,2A&3A '� .•`Gr_.IS '•.-P
( MOUNT (SEE TABLE51A,2A&3A MOUNT �.•
FOR WATER RATINGS ONLY FOR WATER RATINGS) ONLY '•'+',
T`:• Na 62705
x_
a< 6 (b
droTec wo oormrve ANCHORAGE DETAILS
MVVFNl^{A9{a^ ':(��n^
rwlxeo-ldw SERIES 770 ALUM.SGD-LM IMPACT
R.LYMf(�13ER;P£
JR IWIW14 �� reRr.oFwTx.roae sound NFS 14 ryl ��PGT0730 B A.Fnsam
i
I
CONFIG,EXAMPLES
MAX UNT
WIDTH MAX UNIT WIDTH
HEADER DETAIL'A', MAX NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'A,•/&'Ad, WIDTH INTERIOR
SHEETS 12 8 13
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90'
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6-8 FOR MAX PANEL TYPE TYPE PANEL CORNER DETAIL TI2',
PANEL HEIGHT AND WIDTH.SEE TYPE 'OS' 'AS' TYPE SHEET 198 CORNER
SHEETS 18 819 FOR SECTION I NOM. MAX.UNITANCHORAGE SHEET 11
DETAILS AND SHEETS I2-14 FOR MAX PANEL / / MAX HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL / WIDTH TYP. DLO PER V.SHEET 19
2) HEIGHT(REM575&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE TABLES IJ 1-S
KEEPER(ITEM 103)AT FRAME JAMB
ORASTRAGAL a !� JAMS DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE }( X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'Gv/&'Gc,SHEETS 12813
COMBINATIONS PER DP/ANCHOR
TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7'
SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.868'
'DY!&'OC,SHEETS 12813
SILICONEHOT-MELT BUM
STRUCTURAL
SILICONE STRUCNRAL SILICONE y76-NOM.
BY OTHERS POLYISOBUIYLEN 1/4•NOM FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1' .
#10 X 1.1/2• PH SMS
PH SMS
INT.GLASS INT.GLASS
Q KODISPACE 4SG TPS 1M SUPERS ACERON)crl
PRODUCT REVISED
ALUMINUM as pl)Ly with the Florida
REINFORCEMENT pOLYIE0. DESICCANTFLLLARrA Bullaing Codd
NOIdl.g 16-0629.06
SUTYLENE 918-NOM.
PANEL CORNER FRAME CORNER 916-NOM. SEAL EaPlratlan Data0211712020
DETAIL DETAIL Bim& ROLL-FORMED sucoNESEAL
DESICCANT 9y
FOAM STAINLESS STEEL rRem ed uat Wntrol
.,L:!Il
Part# OescrDescriptionEXT.GLASS on Material Exr.crass f ll;
124 KOmmeding 4SG TPS Spacer system
125 quanex Super Spacer nXTwdh Hot Melt Butyl See this
128 quanex Duraseal Spacer Sheet tar INn GLASS INT.GLASS
Materials - :
127 CaRnal)C.Edge Spacer QDURASEALOSPACER 1n XLEDGE-SPACER
REFERENCE TEST REPORTS:FT1,41717,8988&8970 b Kl
JR o5'DYA1B a�� SPACQBG _ .
1mBTmfMxoarowvE ANCHORAGE DETAILS/EXAMPLEELEVATIO <:;;' •.�.:�`'�.:;: i
MVEATLE£Id111d �•,1r,'T• I-�..
SERIES T10_ALUM.SGD-LM IMPACT
pfr}uo-faroB _
ora
A.LYNN W=P.E
JR ialal4 rt.,wti earrr.(SAVIN Ba�B SG6TT0 NFS 15 �22 PGT0130 0 PEf serol l
CONFIG.EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
,,'-'M'.SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
'-,Y—INSTALLATION DETAILS'G.'&'Gc,SHEETS 12813
)--+ HEADER DETAIL'A',SHEET 18; MAX
iFD�DJAM9 DETAIL'G2', ASTRAGAL HEADER DETAIL'W
SHEET 18; 12 SHEETS GINSTALLATION DETAILS'L1'8 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac', WID 16;INSTALLATION DETAILS
813 /'
DETAILS' W$'Gc', L2,SHEET 19 'AW 8'Ac',SHEETS 12&i� S &'Ge,SHEETS 12&13
SHEETS 12813 90°
IXTE OR INIEwdR
PANEL PANEL PANEL PANEL
TYPE TYPE TIPS TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE V.SHEET 19
UNIT
MAX. A 'CS' 'OS' MAX.
UNIT 90°OUTSIDE CORNER
FEEL % HEIGHT SILL DETAIL HE
NOM. / HEIGHT PANEL PER CORNERADETAIL -NCHORAGEDE &
MAX TA
WIDTH TYP. SEE TABLES 'D',SHEEP MAX WNTH TYP. SEE TABES ANE SHEETII
DLO PER NOTE 2, 13 1B' DLO NOTE 2,
TABLES 13 INSTALL PER 1-3 INiEwoa
HEIGHT SHEETI5 HEIGHT TABLES I3 SHEET IS
DETARS
DW&'Dc, exrewoa
O a SHEETS 12 NOM.PANEL
X WIDTH Ty'.
ERT
R TABES
I I 13
SEE FRAME& MAX UNIT WIDTH ✓ I_ .1 MAX.UNIT WIDTH
PANEL CORNER SILLDETAIL'[',SHEET 18; F—�MAX.UNR WIDTH---111
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILSSHEETIS 2-TRACK SHEETS t2&13 EXAMPLE:90°OUTSIDECORNER-XXIXX(2-TRACK)
JAMB DETAIL'H',SHEET 18;
ASTRAGAL DETAILS'LV 8 �S.EET
K DETAIL'M',SHEET 18 INSTALLATION DETAILS 1W&
l L2,SHEET 19� INTERLOCKDETAIL'M',SHEET 19 le,SHEETS 12&13HEADERDETAILIL'J'& Ti'.SHEET 18; '
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB OETAIL'I2,SHEET 1B;INSTALLATION HEADER DETAIL V,SHEET
Nrl871c',SHEET&12813 'Jc'.'KW 89(c,SkILS J14 DETAILS-BW&'Be. DETAILS'hY Ve.SHEETS 12813 18;INS, LATIONDETAILS
SHEETS 12 813 'CW&'Cc',SHEETS 12 813
MAX.UNIT WIDTH MAX.UNITWIDTH -1
I PANEL PANELEPANEL
PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUbC�T REVISED
'R' 'L' 'P i 'M F 'F F MAX a°nai°e todo•••u me noriaa
I NoA Nm 16 0629.06
MAXI UNIT a I NOM. UNIT
HEIGHT I PANEL /j HEIGHT �PI•allo.Pam O?1772020
PER I / / WIDTHTYP. // PERarTABLES MAX SEE SS I SEE MAX- PER TABLES DLO DLO TABLES 13 13NOTE 2, OTE 2,HEIGFIT SHEET IS I SHEETI5 HEIGHTaXX X X X O .�,L;x,,:"• PI:,:,Co4�;
L 11 ,'.�wm-
EXAMPLE:OXXXp SILL DETAIL'S',SHEET I8;'✓ EXAMPLE:XXXO SILL DETA L'F,511EET 18; _
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) NSTALLATIONDETAILS
'EW&.E..,SHEETS 12&13 'FW&Te.SHEETS 12&13
rum l>:aaamararme EXAMPLEELEVATIONS
NVU=a3 5
ryrry�m.rsro SERIES 770 ALUM.SGD-LM IMPACT _ . .
tiLYNN 6RtFiy P.E
R imau
rFar.or:,urNLr�e ® sco->'ro NTS i6 r22 —I-TL, B PEesems
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE REC
FIXED Lo
ASTRAGAL ASTMOAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INTCORNER EXT CORNER EXT CORNER INTCORNER
•��/ INTERLOCK INTERLOCK STILE W/HANpIE BOX OUT BOX IN BOX OUT BOX IN 21 LOCRSRLE.LOCKSTILE WRECEIVER 90 RECEIVER EXTCOE�135 RECEIVER 135 RECEIVER
T Y PES OUT W w/NANOLE wr NAN01E w/HANOLE w/HAI�IDLE w/HANDLE wI RAtID�ie _ #1)y1La wf NANOP I w/H4N0�1
—� u V12 6119 981 R11B a11' 961 C61
W K F PP K L TR TQ TC TA TV Tw
OUT t--m
ISL cx ff32- B E P A C C IC SQ SC SA SV SW
IN R wr IW+•M
"LE RR R ,�0-SM? �
SM FD FC FV FW
f
L--= D M J J
wiwwGLE /� r�xuln R6TM
nW S AG LR PANEL NOTES:
WIHANDLE LJ O m6TwU 1.SEE DP TABLES ta,SHEETS 8-8 FOR PANEL
ASTRAGAL SIZES 8 DESIGN PRESSURE
W wl Oxp� /V LEFT 111 RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL
PANEL ARE NOTREQUIRED FORANYCONFIGURATIONS
EX ERIOR
AGTRAGa. T U STILE 3.STILE DA AVAILABLE
Tq BOx OUr � 3.90•ASTRAGSTRAGALS TO USE HEAVY-DUTY STILES
i=,R Iau'T_ (#61),CORNER RECEIVER(#118)AND EITHER
H- PANEL'E•SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
W ABOXINAL T U App
STILEIASTRAGAL REQUIREMENTS. EXTERIOR(#119)ORINTERIOR(#120)CORNER
BOX W /amM maTM ASTRAGALS.
J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
RT Cl
(961)AND CORNER AODON(#31}
J W/HANOLEFl j�232'
W Ezr�RN QT QS SILL RISERS OPTIONS Z3Y
z 90 LOCKSTILE 73Y EXTERIOR
Q Wf HANOLEaft
IL EXT CORNER„�Q ^T �� :.I
� 7,.217 EXTEROfl .06Y 4.055'.,l//' �73305'�7
00 RECEIVER AT AS DF °�' 1 PRODUCT REVISED
WI HANDLE tl11B
p 9 T'aRi No Florida
EXT GARNER ra ISER FLAT• @SILL RISER FLAT @SILL RISER,FLAT 24 SILL RISER FLAT euliainB c•a•
WRECEIVER CF S LOW,2-12' MEDIUM.3114' HIGH,_4' NDA-No. 16-0629.06
E%TCORNER>u1 160• �I -.T69• Eapin"D///at•���0211712020
REOEIVER
VT VS VF Fes— EXTERIOR By
Wl HANDLE W1 EXTERIOR E%TERIOR I TS• IXTERo0. ,062' � 'O�• Mlam{-0ad au�e coRw
MRECINT ER WT ws WF a
36 RECEIVER a� a .082• 4.055'
W/HANDLE� 3.3105 1 ,;1 ..1;:
.O6Y 2555' .�
1.667' � �'T':.. - •i
(R 19' B.7.SILL RISER,B • 21 SILL RISER BOX D SILL RISER,BOX SILL RISEBOX _ t.• ..,.5r,+05 =
SILL
1-12' GLOW.2-12• OMEDIUM.3-1/4' OHIGy4' R -'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 8� .• 6/��IG ��`=
_ STA.cOT •:�•r7'
raroTErJmaoOYBRrve PANEL TYPES
N VETdCERa4215 .?i:1.��..
p„y73� SERIES 770 ALUM.SGD-LM IMPACT M
A LYNN NIL1tTL P.E
JR iLV16/f4 — �RT.OFAVIN./A29a SG6lro IVIS L17+22 wr•PGT0190 B PEDSB195
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6o OR61
19s
OCKP
14 los OK JAMB LENGTH 1a 1sfl107.11 1l
5 600"61 5
60 OR 61 G1 6p OR 61 2-TRACK JAMB 16
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLCL P# WITH FOR FOXED
,6*LONG
OPERABLE LOCKPqRr
t6s W!RETAINER#106 ) 60 PANEL CLIP 75fi 1D1-1)
113 MIOSPAN (SHOWN WITH PANEL
FIXED PANEL TO II'77 LOCK P�ft SEE DETAIL G2
5 THE INTERIOR) `JE%TFRIOR 103 t13 75s t0-11 10,9 FOR FIXED 5 1aa so oR et
fvl sxrswoR
PANEL CLIP
14 15 s
117 16 1]
G4
a6x3ry 1z1 DF AMB GT 2-TRANH ®JAMB 2-TRACK JAMB �FxTEaiDR fLEXTEMR600R B1 f3ExlEwoR
5M5,%3 CLIP000R#105 61 52 WISCREEN
Vv �F.XTERIOR
6'LONG WIRETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4TRACK JAMB 47RACK IAMB
66 (SHOWN WITH H1 (SHOWN WITH e(SHOWN V1ITH I1 (SHOWN WTIH (SHOWN WITH
MID
SPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FD(ED PANELTO OPERABLE PANEL)
so OR st THE EXTERIOR) 59 THE EXTERIOR) THE INTERIOR)
�EzlEwoR �EMMOR
2
112 1 3 4
45 fi 113 5 113 5
52 51 69 F.XTEwOR 69 E%TERIOR 69
EZTEwOR
a SHOWNWITH TRA -TRACK
OPT.SCREEN FRAME HEADCREEN ®FRAM NIT
HEAD ®C FRAME HEAD HE GHT PER
TRACK TABLES 1-3
////���� PRODUCT REVISED
53 fi9 fi9 9 Bul=COC wIN the Florida
EXTERIOR IX7ERIOR NoA- 16-0629.06
52 51 72 OR 73 72 OR 73 M OR 73 ExpiraORn Date 02/1712020
45 11 9 10 ey
113 11 11 MiamMa ue ontro
48 47 6
--OR 112 6 113 i13
5 5
2-TRACK WISCREEN 3-TRACK ®4-TRACK
FRAME SILL &FRAMESILL F FRAME SILL 4c•[sE. TP1 `
'ITEM 61 SHOWN,REM 60 ALSO APPLICABLE,SEE TABLES
1-3.SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
roro rsc+mrxacrrywE VERTICAL SEC77ONDETA2S
SERIES 770 At SGD-LM IMPACT
A LYNN A9LIE1(PE
da f0/faia m.am crnr.nFauR4rc9ae scoa7D NTS PGT0130 B PFD SB165
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) g 4 INTERIOR e1 713 77b
7
26 � 30 17 113
6J 63
27 28 27 10.4 62 171 63 600861
60 OR a1 60 OR 61
g8
29 14
29
120
6
65 a5
I-1 EXTERIOR 111 62 I�EXIERIOR 111 J.R
V 82 EXTERIOR INTER ('7
®P-HOOK FOR FLAT SILLS ®P-HOOK FOR BOX SILLS a 90° I'OEwORJ (EXT.ORINT.MOUNT) K EXT.MOUNTONLYfi0 OR 81
7OCKPR1 758K 077-1 g1 5 INTERLOCK
M
14
113
60 60 61 g1 118 5
1
Jl.IXTERIOR 173 (7�EXiERIOR 113 ..
v/ v 713 103 119 ExiER1OR 7
87 fib
90*INSIDE COR
L7 WITH STANDARD STILES#BO WITH HEAVY-DUTY STI ES 961 Nt 2TRACK SHOWN ER N2 2-TRACK SHOWN °ITEM SHOW AW-DUTY
STILE)SHOWN,ITEM#80 '
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN 1-3SHEETS"FOROP
(PSI)ASSOCIATED WITH
STILES.
4 L--OR
WD21M.R
ART
0]-11
41WERIOR
g 5ERIOR135° PRODUCT REVISED
N the Florida6.0629.0611E pl-tlon DRta 02/17/2020
] 1432 5 6PAR 31703 ai E7cTEwoR 14 7 =
06107-11
O2 2-TRACK SHOWN
135*OUTSIDE CORNER
01 2-TRACK SHOWN
rr_c=
taro Teawexmra+rvE HORIZONTAL SECTION DETAILS,CORNERS .".;':;;.;•a:.
SERIES 770 ALUM.SGD-LM IMPACT
18/1}1[0.16W 5..mro.a
c,.�
niiBj cEm.eFA17M.Pbne sclr]ro NTS 19 n 22 PGT0130 8 A.L � P.E.
JR 11Yf0ry4
^�y So ymj b r Y "Too
a
4 'a
tOwaW bit
O1Z� �oK CEeo a 1 d
NN~ a 6n0Z 0f
W�
O
���
�O —Z
�N
w
�4R
oil,��3 �CC'a F�I-ySyOd�p¢ aa$wYZ�l Z ���=X yNu$1a aC "
M
MMME � � �� &BLL
E mR��6m �R:�ti�°'Sm�9go o3R�So�a_ RR
Kb U� 9 d ebb � r�F9FSF �� o
aw�o���yNHIS
�S'�iS?Sww�4t��35www�4�f2S�S��ae��c� p ��8��¢bbbbbb ��dgbbbXx
LLLLLg m�<
6 d LI 8�
�R&RRHRRARRAm FI saga- e�„�rax� � � � ��
0.080'
+I 1.67Y I--
T71n 1.211' 1.605° - "J1.
0.081" 1.019°
0.081' 1O2-TRACK HEAD _� 76 4-TRACKSILL 0�1� 00� SCREEN
(6063-T6 AL) (6063-T6 AL) <0 STILE
6.198° (6063-T6 AL)
6.198" 6.626' 5X69'
0.080'
I--1.045"
Li
�5° I
1.993' 0.062"
FPF
0.081' @2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL
(6063-T6'I
(6063-T6 AL) 14 2-TRACKJAMEI 46 SCREEN
(6063-T6 AL) T 0
(6063 63-T6 T6 AL)
7.105° 2-TRACK JAMB W/
6.221' 15 SCREEN TRACK
0.080' (6063-T6 AL)
1.211' r
+ 1.36'
.J. 1.993'
0.081' O 2-TRACK SILL Wl SCREEN TRACK L 0.062"
O3 3-TRACK HEAD 0.081°
(6063-T6 AL) (6063-T6 AL) SCREEN
�BOTTOM RAIL
(6063-T6 AL)
9.142" 0.081°
4.49'
T==Im
0.080'
TF
0.081° 1 9.141'
O4-TRACK HEAD 02-TRACKSILL
(6063-T6 AL) (6063-T6 AL) PRODPUyyCT9REV 109e Do,taa
NOA-nD Cotle
NDA-No. 78-0629.08
0.060° Enpi.tion Data 02/1712020
1.514' 1:71 //
0.062° Dy
0.760' Miami as t control
1.260' 0.532' -
r
fiO' 1.516°
OFRAME HEADIJAMB SCREEN FRAME SILL SCREEN FRAMESILLSCREEN i•�`:(t�.f"'.- '1�
ADD-ON 12 ADD-0N 7a END ADD-ON @3-TRACK JAMB
(6063-TB AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) o�
REQUIRES MIN.#10 SMS REQUIRESMIN.#10 SMS tip•+�`�'�='
OR3/16'MAS0
NRY OR3/16"MASONRY t7 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS @ 24"MAX O.C. (6063-T6 AL)
F..,,� icmn.�NOLOcymavE
ES 7TO ALUM.SGD LM IMPACT
EXTRUSIONS
KVt3lICERW)S .., •,.,
as SERI -
A LYMi NILLfR P.E
JR iN70n4 a.a.. cmr.c,:nmN.avzse SGbIJa NTS 21 a22 a..m PGT U130 B P.EP.59705
0.718' 0.83°
2.304° 3.802"---- (�
3.802' � � 0.752"
0.7b2' 11
0.574' 1.163' 0.885
0.062' 0.796'
0.264' 0'�0° O.D62" 0.233° 0.062'
0.675°
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 f1- (3P-HOOK ze ze o P-HOOK FOR BOX RISER
COVER OTRACK O OADAPTOR OCOVER 0.060" 'Q
(6063-T6 AL) (6063-76 AL) (6083-T6 AL) (0063_-fG AL) (6063-T6 AL) (606376 AL)
4°
.155' 4'
2.3D 1.488°
0.080' 1.739'�
0.830' 0.062° 0.133' 0.062' 1.303"
1.600 1.600
.OBD' 1.870' 1.888'
.016' Imo--3.125' Fes-3.125' 0.062" 0.325'
1.2.4
'
2.44'
INTERLOCK INTERLOCK
31 135"CORNER 3z 135°FIXED MOUNT so STANDARD STILE s7 HEAVY DUTY STILE 62 ADAPTER ss SCREW COVER
(6063-T6 AL) (6053 T6 AL) (606376 AL) (6063T6 AL)
(6083-T6 AL) (6063-T6 AL)
3.979'
3.979"
I- -4.125° -1
0.062" 1•I3D4. 1.050'I-� 1.050'I�-
0.075' I fl�l
0.075' 1.645"
t.fi45°
Fes-325"-----
121Q
289' •611' .48
046'
0.12 00.281' 045' (+- 045' �+
s7 STANDARD ASTRAGAL 66 HEAVY DUN ASTRAGAL O TOPBOTTOM RAIL to BEADINI G.1 WO7116*EAU FUZING 6f 9/E7A6'DGLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD T6 AL) PANEL CLIP
(6G63-T6 AL)
(6063-T6 AL)
1.003'
RODUCT REVISED
0.757' BallWngiC C wO-06 Florida
0.080° 016-0629.06
0.050' NOA-N0.
105 FIXED 0.709" E�ira0en Gate 02117/2020
PANEL CLIP 2.893° 0.133°
(6083T6 AL) 1.498° 0.133° 1.498' Mumf a m uct ten o
0.080'
4'
0.709' 1z3 FIXED PANEL 6.621'
ORETAINER 7/8° go-INSIDE CORNERASTRAGAL
0.080' (6063-T6 AL Al282 - _
11990'OUTSIDE CORNER ASTRAGAL (606376 AL)
fns
FOXED PANEL 11a 90°CORNER RECEIVER (6063-T6 AL) _
RETAINER.9116' (6063T6 AL)
(6063-T6 AL) /�/•
-c
_ 4
faro secanroLooraarve EXTRUSIONS �.;•-,-'i•: ;:
e� K YFNH.ER3tT15 .y ,�.•..••.._•.
ES770_ALUM.SGO-IM IMPACT
tear.cKnura.Hams Uascuna NTS 22 .22 PGT0130 6 ALYNN M:LLEfL P.E,,`
✓R 10/70114 rna� P.E..56Ifh
f
I
RECEV
OCT 1 1 X010
PER;,j11.rTi;1G
MIAMI.5 E St. Lucie County, FL MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 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.eoy/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:
one:DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 630038, titled "hnpact Resistant Aluminum Tube Mullions",
sheets 1 through- 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page I 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.
#&�
Esc.
NOA No.16-0218.03
MIAt11 Daae COUNTY Expiration Date: May 2b,2021
Approval Date:April 14 2016
_ Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/1.4, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up' drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue a ez,P.E.
Product Cont of caminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLEFORALLLOCAT IONSREQUIRING GENERAL NOTES:
NON-IMPACTOR LARGE DS LL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 0-C$�
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR ZX WOOD BUCKS IF USED, GENEPAL NOTEs__ 1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS INSTRUCT IONS_----1 • 0
ELEVATIONS..__._..._-�_1
C
FIGURE 1: MULLTO VMDD_�..--2
MULTIPLE F—OPEwNO wIDm FaxvERTIGLMUL AacNEs rOSE 21 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO TME STRUCTURAL PERFORMANCE THE MULLED UNITS. MULLT01X 6 MASOW%Y—_.2 �x
MULLIONS I INSCWBED INSIDE HAVE BEEN TESTED AS•FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL WSTALLKUONNOTES_._.2 d
/ "-"� SEEOEARS RECTAWO NOT HAVE A GAP OF MORE THAN 1147 FROM THE CLIP. MULLTOMASONRY.__ 3
AD GJt SHAPE MULL TO STEEL STUD_5
SHEETS za 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MILL 3 Yb 0T
IT'ST DESIGN PRESSURE,MULLIONSARE CALCULATED TO DEFLECTNO MORETHAN U160.THE 113STRESS WCREASEWAS NOTUSEO ANCHORS? U1 �•'�
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATECWs__�4 F
BAY RKATAWLL IN ECUPS 0 lU
SIL IyII t 1X2%.125 MIILL SPECS--_5 J W
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS BEYOND THE SCOPE OF THESE 1X2X.375LNLLSPECS_.6 =
%�Y IIFIIHII\ tt` INSTRUCTIONS. 1%275X]15MUU.SPECS___7 co
I X175%65M U.SPECS—S 0 Z
sEEOErAua I I11 V 5)USETHE COMBINED WIDTHOR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1X1125XSWlMLSPECS__9 DO O o O
ATHW c; 1 �tlt /_ \sEEOEALLS
AN HORAGEFORTHECOMM0 MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1X4X.f25MUL 5WEC5 to m F to'2 y
sI�ETs 2v I 1 Amwc ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND MICHORAGETABLES.THE LOWEST DESIGN 1%4X.a75 N0E MuuSPECS_11 Q o
- iii tl /SHEETS 2a PRESSUREOF MULTIPLE MULLIONS OR FEF1ESfRATION PRODUCTS SHALLAPPLY. 135X5.t55X25s uULLPSPECS-12 j
p 125%335%.100 MULL$PECS�13 -j W� i?
vfar. HEIGM
6)WHEN FINDING YOUR SITE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 135 X8.25%.824 MULL SPE-CS_u
MULL. FM uax GS4%Ja4 Muu BPEcs_15 � O
IENGTH HORUDMAI 2X4X35MULLSPECS-16 Z Z
�EEuaE MUIL 7)ANCHOREMBEDMENTTO BASEMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS. J
2 X B X 35 MULLSPECS_.17
BEANCHORED PROPERLY TOTRANSFER LOADS TO THESTRUC7URE.ANCHORS SHALLHE COATED OR CORROSION RESISTANT ¢ ul
ASAPPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REWIRED TO PREVENT WX12tAYMULL SPEW 3_ie � DDII
00'X OYSBAYMULLSPEGS___19 F Q m O
REACTIONS 45'%835 flit MULLSPECS_20 � G
O Z
MULLION SCUP D0.fEN510NS__21-23 F Z
fENFsrRAnOR B)REFERENCE TEST REPORTS:FM1-8443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1&2..__.—.2ag`-
IOADINGS P (D K6 8
BEOFDm MAY LU
ANVTVE. B)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z W N
uVsreE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
/III SMy ppTACNREO POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Zw a:O O
10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHL Z€�O EO
/spa cJl:� 11)OUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING — FV
�HLmclMifAL s11EE15 sJ I WID-121GHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OFTHIS NOA
uuLL —111
HOISZR7fAL
MULL INSTRUCTIONS:
IE71G111
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT RBStFP)FOR THE OPENING USING THE ASCE-7 STANDARD.
r--OP xNc wroTH—�
1--HrnM.Avtt EENGTH—) 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
-•'I IFNOIHr �v9vi
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGUlAR/TRAP¢OIDAL'.
d aPE SHG4)FWD THE CHOSEN MULLION'S MULLION CAPACITY LLBSIFT')FROM TABLES IA THROUGH 16A1,ON SHEETS 5 THROUGH 2O RESPECTIVELY.USING P ,,vI TREVISED
HEIGM mp114n&with the Rultb
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MIRLON IS SPANNING VERTICALLY OR HORIZONTALLY)-THE y,dj4me Cado
SCM d 6M d d "F.I� T. STS,�N CAPACI YILBS FTIOBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBS FT FORTHE OPENMOOBTAWEDW pacpmw Pb� ��9•
IL
LENGTH
f1� b Dia 2nd
M
5)FROM THE SAME TABLE USED IN STEP 4JABOVE,FWDTHE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED RBS).THIS VALUE �� f�dua
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY.
W6)FROM THEANCHORCAPACITYRB5I TAB LE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLEIYNN,1 t7ASINGLEMULLION SINGLEMUWON fGRVEanGLMGLL
OPEwaO vnoTH ANCHOR/SUBSTRATEIAINCHORLLIP PATTERNMAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED PNCHOR ���-\�ON``�ENSF•I/��Fp%
-4M-R`E TICAL MULL CAPACITY IS MET. . P:•
'1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IFTHEMULLION CAPACITY(-BWT')OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGNPRESSUREREQUIREMENTO-BSIFT'1 FORTHE =*:• NO.511705 • T
FROM FIGURE I ABOVE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAP ACTTYREQUIRED.WITHTHIS = _
VALUEA LOWER ANCHOR CAPACITY OPTION MAY BESE.ECEED FOR THE SAME SUBSTRATE
iz
STANDAINGRDS USED: :'l
•2014 FLORIDA&STANDARD (FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPAREWRH THE FINAL MULLION :�O••. S TE F Nl/�
•ANSVAF&PA NDS•2012 FOR WOOD CON LOTION CAPACITYI S/ OBTAINED FOR THE MULLION SYSTEM.THE LOWER OFTHE TWO SHALLAPPLY FORTHE ENTIRE MIRLID FENESTRATION �'1'`••,FEORIOI;.•'U.�=:
.ALUMINUM DESIGN MANLIAL,ADM-2010 PRODUCT ASSEMBLY. ���5,�AAA•���•p•�•��J 1�
•AISIS1004171S2-2010 s)HIGHLIGHT OPTION USED ANOTABLE VALUES USED WASPECIFlW
SPECIFIC WHEN USGTHISNOA TO APPLY FORAPE7AOT. A.
8705
DETAIL&- DETAIL B: MUWCN
MULLION TO 2X WOOD BUCK gnu°N MULLION ATTACHED TO IX BvcNsrRw" TYP.—N
ORWOODFRAMING WOOD BUCK AND MASONRY ArracxMENr PssaUeAeLFs'iD•iHe 6x
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SYOTMER$
EES NOTE 1, N
i � MULINN i SHEET 1, yg m
SEE&{FETE < 6 AUNf.T If81 .•: EDGE 0
EITHERTI� i 1 Ii-TJ FGR HOLE d t i COHCxETEDRCMV"
sTANDAR00 I LOCATIONS I. 1_ )•—�OISTNSE' � LU
1 SEESEETARLES
OFFSETAfliLL EDGE o 1 EDGE DISTANCE T&16
3
CLD+NAYSE 1 I a6TANCE
WSiALIHI BY I IFDRWD00 F
^ ORMASgNRY
SCREWS .
TMISMEM00 < n ° CREWS I I I A..s m F-
�aNrMAxFER SIDE VIEW c0
ALL Mf(tUON9 - d, F- Q TD j
d ERH[RTME
,� do" OfFS£fMU1 Z
EXTERIOR I,rNinE?et�iroo b �
..G - EDGE .p 2 ,-
d DISTANCE Q y.< .- v
° MASONRY q e7 Z Q Q N `o
��j, e a THEOFFSETCIIPIS ANCHORS
Lf RECOMMENDED FOR y ,� Z.40 ggd
`n FW.FMhEo
EXTERIOR xrNoovTs,BDTnwY � -ly
NER FRAME TYPES. ° p IK- h S 52
(� 2 Z p SO
TYP,AMCROR iPYP..WCHOft 2
TYRsms DR PEASUeSIRATE, EREUSST61.4, c5
FERSUSST1t 1 SMT-- .827— .
to-168
Sff TABIES 1&183 ES(iF.lND
01$TANCE BUC TR8
'�� SEE TAStE3 AND
EMSEISMENf BUCKSTRIP t&i68 T ATTACHMENT
AND EMDEO.NFIVT SY SEEN
NOTE OT I.
,
ATTACMml SHEET i.
eY DTNFRS,
SEE NOTE t, • •
. MW 1.T1{SIODNCREFEDRCMU'
SIDE VIEW FRONT VIEW PRODUCTREVISED
FRONT VIEW AcBWIJWlyinE vAm mn ROTS
tt Na"m
INSTAUATIONNOTES Cx tmtlmDalc ��
B
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYOND WALL DRESSING ORSTUCCO, Mum HnNq
t tilt
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE :�11Q;•iCENSF-:�F,g if
CORRECTQUANTITYAND LO CATION OF ANCHORS MUST BE FOLLOWED,REFERTO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUPMAYBE USED.
N..58705
3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL D SHEET 3. G16
J�
O"
O
( :'�
�y Blltl
OF
5)FOR MASONRY APPUCATIMSSIN S.MIAMIEATC)RMN,USE ONLY MWAI-0tS1E COUNTYAPPROVFO
ELCO ULTRACON OR ELCO T14'S.S.AGGREGATOR MASONRYANCHORS.
A.L4NwMILLER:A.E.
FL P.E.#58705
DETAIL E:
DETAIL C: -
MULLION TO MULLION ` R
—1 'ua•MI"' INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED 70 MDLLIDN (U-CLIP)
MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TWOR'CROSS'
{STANDARD CLIP SHOWN) V INTERSECTIONS. � 4
2)MAY BE INSTALLED HORIZONTALLY X
I i tYv.+wcnaR G (SHOWN)ORVERTICALLY.
STANDMOO PEflbHBSTRATE. I N
1 SEE TAw ec tB.130 3)SEE FOR CORRESPONDING
DRAWIONDIN MULUCS,SHTM 27-23 "a m
OFFSET MIAt 1 _
mtsMbTHGD 1 II I j_ EDiF DISTANCE TOP VIEW FORCORRESPONd1NG MULLION. O Yro
IN9TALLE0 BY FORM=KRY MUWdT
AN¢iCRb VARIES I 1 fit
- II°I •1251EEtbCREW3, D 2
`� /'�3ELFIXi1WNGOR PRE-0RILL � a'� f[1
a ``=�/ MUIl10NAND lIJESM4
a3 o
EXTERIOR a° y e �� MULLION r Z m
NOW DISTANCE THE OFFBETTLPIS �
FDR MPSOIIXY RECOMMENDED FfSR / , ? �j g' +
u+cHaRs - Ttlnoow�s,lynDi wr Z.— ` 2
ALSO BE U9EOFOR 7
8' OTHER FRAMETYPEs. EXTERIOR
PERSVBSTE. A Z z ¢ 0
/ biETABLES TB139 Q 0 Z
TYP.ANCHOfl 6EEBHEETSJI.2JR]R (0 {= pyo
BUOKBTTU
P PER SI@$TRATE. HOLEiCCARON9 o
5�TABLES 10.139
AMO FRONT VIEW V)
Ewe LLI
. .. ATTACHAU?NT BI D*Y y _.r W- Q Y yu
$.DTE 1. bEETA&IEe F.2 Q }
''•a•�:+ ''•'• ' ,. .: EDGE d 2 y
• - -DIBTANGE 0- `QgQ
sEs N Ail
t
MIN3.T KSI wNCRETEdi CMU MM Z.TKSICONCREI£ORGdU 10.1.0.1JB SIDE VIEW '
FRONTVIEW SIDE VIEW DETAILD:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CUP SHOWN)
INSTALLATION NOTES: mum.
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, vF.RbV652TE
�sFE TA9LE9 iU-130
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWNABOVEARE FOR PICTORIAL REPRESENTATION 0. SEEbnEETs PRODUCT REVTSL•D
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE,THE z$ FDR ODUCT wlihEFlmidr
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Buildinb Cade
FOLLOWING SHEETS.FOR DETAILS AD,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LocATttv+6 A.E,,,ttYn-Ga24$.6�j
3)ANCHOR HEAD TYPEMAY BEPANHEAD,HEXHFADORRATHEAD. . .`` MOW. ® e.piTmi Date �,OZ)
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3. ✓ ® By 'Duda I
B)FOR MASONRY APPLICATIONS IN MiAMPDADE CLI UNITY.USE ONLY Mi I-DAD U
AM11 ECO COUNTY t
ELCO ULTRACON OR ElCA 1/4+S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDSTIPNNERiHNi DSEETµABL�Eb �`��p���\.Y•NN•[I[<[F
FRONT VIEW t4GA ANDfANA.UNTWliHTHE FC BUILiClAG i&130 �`.��`:10ENSg''•,'SA '.
( A�AONMENT�"BmEq RMUGTUSED. Q��: 4 '•.'if��
_ EXTERIOR vBEwwDANcnoRSPECs SIDE VIEW _ NO,55705 j/
NOTES: n.
1)FOR 2X WOOD-BACKED STERSTUD5,WOOD
ANCHOR VALUES MAY BE USED. �••, $} E OF •_``
2)SEE CORRESPONDING MULLION TABLES, S+(T I�j {G
SHEETS 5-28,FOR QUANTITY OF SCREWS. q 1'VNMIry1�LLEA,P.E.
FL P.EN 58705
DETAIL F: DETAILG: DETAILH: x
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION C C
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
� a
sEEEWsx&LBATro BAP'FOR wsruLAnoN 2B•aRAs• � d
TasPTSaFxamsrRATEs. BAY NML
N
MUWON u 5 co
0 o p
a
O O O O O O ° ° J w
O 0 TOP VIEWy y
SIDE VIEW I LU U 'o B O
SH WNWTRrXa•XJ2B• I TOPMEW I I i m y F-
J
EXTERIOR I i i ! TeYPnsu6.NrR�nTl>, J
LFy 1 1 / gEE rABLEs 160oR iBB z lyy
TYP.ANCHOR i LWWD
STANDAg01AUWIXi OUP I 1 PFABUBBTRATE, I EXTERIOR
����FiTFetD t SEETABtES 10tie m i i � J Z *• V'
I ; I 2•XS•ANGLER ON z Z Q OI `CI
I 1 1 2 MLEB IDEQ,1NBr 0E N .-
MVWIkI �'TAttIDwBPEOF0AY14WAl F �
a4 f i
I x
Ij I •%b%.1x5' Of N Y x
i MPZR UTASND,
IEQ_z Z ° {7
INBIOEOFNULL EL
I $
TYP.MICiOR
PER BUBEB ,
SEE TABLEe f IM61na
HTO W W0.
wro woao,sTEtt, BTANILNDCLP,T066 EXTERIOR oa r
At}(µCW CR AUSpwtY MabiF�Ri}TEtR E%TENM
Q6ATtGY PROOUCTR6-VISED
PER® ® ti•T P owtaug ,"tN V,v Raid.
ALUµ
K CMVUOOWRRKA9aNMCN AcaWmm NO -OZt$•O
® � M 1 O ExpiMim Dale �2)
a
TAR
CE
PER
PER DY
ANCHBow
OR Mlarnl IhohlN
DISTANCE E •�__—� �
PER ANCHOR NOTES FOR INSTALLATION OPTION G&H:
NOTES FORINSTALLATION°FTIONS F• 1}USE2ANGLE CLIPS PER MULLION END.CLIPS MUST8E INSERTED tNS10EOFMUWON. +'�:�.SCEHSE'•.,'A
•ice'.' ••.iO
1)DETAIL IS NOT APPLICABLE FOR THE BAYOR 1-6-X 2TPX.125-MULLION. 2)DETAIL G:SEE TABLES}&118 FORANCHOR QUANTITIES AND SHEET521.23 FOR HOLE ��1; NR Sg706
LOCATIONS.
2,)SEE TABLES IB-138 FOR ANCHOR QUANTMES AND SHEETS 21.23 FOR HOLE LOCATIONS. - O
3)DETAIL H:SEE TABLES 1680ft163 FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE -
LOCATIONS, ��{t r V
3)THE 2X6 CLIP IS NOT SUITABLE FpRTH15 APPLICATION. ��'� ST
i
FL 66706
I
TABLE to o „W
j Mullion Capacity Table fib3lR2 AF
al"ll INIft tkwl Nae'yspaM10 Cott.5)or OP.Ing wabt(farh0ximnfel}a-mlll inAam} a"aa
BOF mk 7.F BOF 0F IWF imm 140N twin
Rec1AnWW mprm"' RMeyilr 1npTnwq. RSc4np9u myrtle, ric-. TnpJOwp-fR YergJer Tlaprnxµ Aacluiy.gar mprro.n9. neclrpYr W." ReUxW TtgVMayn.1 x 7,WN rq.
1X2%.126 0
tAedig [adnLeal. U. Loft tAadnP icKv icdv Lo,.. LA4d.y taedn9 LoMN L,MeO [48deP Iced. is tv Lwd'n0 L4odn9 Y iR3
Al-Tab. a a a a 2• § a NO
§ a a §..
�� � a �� � a �^ �� a a 11 11 11 111 11 a Z Na
0
42F Ins 4m 129.5 333 W2 4W HSs 325 1a9 4m IW.B 331 899 4m IOU 319 all m0 Id.O ]I0 069 4W iP/.4 ]10 MA 4m IOLO sig 309 400 101.0 11v 360 100 10{.0 319 •j
4aF M. Nx aa8 253 024 312 nA 252 axe 3I2 W.0 x18 MA M2 032 2" 41.0 3t2 Bi] 241 37.1 312 114 244 311 312 ata M M8 3M e1.0 2" 23.4 312 WILD 244
mA33F W.0 201 tae 231 Oat 281 61.8 229 4a0 201 5&7 2N 39.8 281 MI 222 MA 201 00.1 No 31.8 201 4%3 210 an 201 49.3 210 a0 2BI 49] 210 200 all 49.3 x19
SiN SSA xo d1.0 Zai ia0 20 i9.0 281 31.8 Al 449 189 3x9 247 4f.5 IBS 38.2 247 N. I" 20.3 247 36A IW 21.8 W 351 1. "A 24J oaf 1W 10.1 21t Mt iW
M
WF WA 2. 113 130 a0 200 NA IN 22.4 200 31,1 IM 24.0 200 28.9 tm 21.3 .0 27.1 159 111 2W 2t0 tSr ISO 200 25.0 10
WF 3ai Ig3 3S] 153 2J.0 in 30.] IW a1 igl 208 f40 20.7 101 24.3 lie it/ 383 ag iN ite 301 2/.t N3
a mb
al, 1m 30.0 I9 24A IW XI Im 209 IW 231 IN 18.tl 1m 21.0 1N Z N$ y� �
TlF 222 138 I33 to 10.3 139 f09 lie iav i>D ITA ng W 'T
7BF Ito 1x5 10] 190 lar 120 I8.0 IW Oa3 69
18F irA 110 iti ib j
Z Q N O
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z on
Anchor C9 eci Tabia b5 r" io 0 0
ANCHOR CAP."„,.,••` ^ ^
6ueem10 2rX Wmtde 3A.(kwa HWOg GIV Fx.4 fAW PT 400 1I41e1 (DP,)X( )wANCHOR CAP.,,,
M1,ILLlON CAP.,,a„„
Anci>atyp9 Yta Etv Ulhacm 1R c VY.cm YM'E(w Yla Xm t9vxm W'Eke Uf tn•S6-Yta V.if4'SS Ekv gi061M 112SIM Bt2StM W N y
Anchor cup petlemg om.t9n ApOnoelar Wm.m A4Pr4V.1.e.nw USl 6cmrt057 easw(a53 USE THIS FORMULA TO OBTAIN THE•ANCHOR
EPo9 peNrce lFt 1" x-t7r 1• 2.1R• lw• r 2n7 1• x-1a• Y ova r o.+r asi• 0.32i• CAPACITY REQUIRED•CORRESPONDING TO AN V X Q }�
raro.mwe torr J.A
t-v4• i-av 2• i.v4• i•in• i•W ion' t•ue fate• r tale us +elm ACTUAL PRESSUREREQUIPEMENTFORTHE4. 1 19. eNm 91gm Slim 4.21. BWm OPENINGWHEN IT I3 LOWER THAN THE MULLIONo.-crcoc 1.-'0 c4,0U.4 imm wA wA wA wA 3W1m wA wA wA WA WA W. - 1120b. CAPACITY(FROM THE TABLE)OFTHE SELECTED5Al4.iLpet¢q.$ 140. emm 1000m temm N9m mom WA Tmm ribm wou te9xm Wxm 8031. t52tlEa MUUJON•R'WILLYIELOAMINIMUMANCHOR
WA WA WA WA WA WA WA WA WA WA WAWA WA 113. CAPACITYWHICH MAYBE USED TO QUALIFY
mm 445. gam, t3sm tiom tnm Slam lBrm 3321m 4mm IWOm. 2x11. 2Wm ADDITIONAL ANCHOR OPTIONS FROM THE
WA WA WA WA 1931. wA WA WA wA WA Nim i+xEa 3Wm ANCHOR CAPACITY TABLE,
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �RIXIUCT ROYiSFA
atNnewim tK F'toritgl
SEE SHEETS2-4 FOR GENERAL INSTALLATION METHODS. "1 1.000'I'-• 0W1di4g Codd
ArtsplmmMo Ye•o
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3
3)M ON AND MULLION CLIPS SHOWN ARE NOT TOSCALE FOR EXACT IONSS tO N SEEHEETS 21.23. hRuni
• « HOLES TOREGRILLED STD,AFIELDPPROXIMATE
XIMATEFOU-CW..OLELO ATION LRESTRICTIONS BROWN ON SHEETS 21.23. 2,OOp
FIGURES SNOW SUGGESTED,APPROXIMATE HOLELOCATIONS.
ANGLE CLIP MUST HE USED IN PAIRS, 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125'
FIGURE 4: FIGURE 5; FIGURE e: CONCRETE BLOCK UNI T(CMU)SHALL CONFORM TO ASTM C-9Q.WOOD SHALL BE PRESSURE.TREATED C ``•�,rOr GBNSE"+'('
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE AMINIMUM OF.12S i `, ,- '•.it
�--� THICKSTEEL STUDS AND SEA INTO
MEIAL SHAULTHICK(10 GAUAT GE). SCREW
THREADS
LBEYOND 1•XY%.125'MULUON _ :•
LEAST.j
(CKAND SEALL MINIMUORSINT 33 AND SHASLE (18 AUGE).STRUCTURAL
TRUCT RTHREAEL TO BEAT ;ri; No.58705
• THE MATERIAL 010 S.
g12ANCKORS INTO WOOD MAY BE STEEL,IB-B S.S.OR 4103.5. W y
•'. 57 TEOF =�
A.'LJYNMiry+'II{.ER A.E.
FL P.E.S 53705
I
f
TABLE2A
Munlan Ca a Tablp s10t
OPoningWtdm 0orlGrticaly-BPaiWigowtom)oro ening Hatg0t(TorIrmll nAfaPeirfm mLmor.) ® a"lot
EON WN TON WN "I. 1WN lmin NDN IN. 0
ftmmpd.r T."'dad. o dNm- T1zeR0ng Rect®u6s5 TMTRaIip. RecNiBk.r Tppld.A3 Raetmpvtvter TraYlOOy, 0dT1W'T'Ii Tt"¢ RmivOpaei TnptY q. RMarythr Tap'OiaO. Rxtae+0,+a TgpRday �k4
112 1.378 taea00 i-No 1mUN LOa]ip LmG9 LaeBW Lm,Wp Lmalo t00a9 LaaOry La#u0 la6dN L003N lmA,0 lOYPp Cmb0 te0aR0 IaeGe
AWM bo
11 1
fill
H ,� 114 11 it 11 1a H _� fa 1h11WilI h1 1111 $11 1 1 1 1 1 Z m � y
IS% 17ao 9'E7 Sm0 In 1.1.3 692 I.o tie 1267 III 1ma GOB 5116 682 +605 ata 1-0 802 fB6p 1A 80.8 IN i6O9 517 .7 a@ IBI. MI alp 682 168.8 117 EST So 5980 0+1 0
.In lot. 60f 1m0 111 IMA SW 1162 It. 89S W7 1..7 IW Tao - 1020 aw 67.6 Sor p9.8 � W0 607 99.0 - W.7 W No 3W .4 WI m.0 399 30.0 607 poo we
5¢62510 t-, IN 1140 311 mI IW .9 lit 741 IN .0 354 648 IN Ne aW STA IN eta m7 at0 ASB bao an 412 IN W.0 381 37.0 l5B ea0 3W 32A 150 Bao 336 � R'� LD
51N a5A IN el] 338 7t2 IN 819 610 IN 71 U2 AI IN 67.3 310 ITS IN 81.0 315 121 IN 623 311 355 IN 61.0 all m.5 IN ate III XT 4W St.$ 313 W 0 d
WN 623 J21 850 279 51.0 324 67.5 270 145 321 85.2 tad 311 JN 46p 2W J40 J21 IIB al 31.1 3N 110 255 260 3N 10A 253 a2 J21 Mfi 25J 19.5 321 day 263 f f/1
W h fi3.9 281 $7.1 252 4l0 298 4a2 210 $9.4 2W 13.0 20 31e 201 346 2Y 269 201 37.1 m1 no M 15.2 2a aI 2M 335 230 182 291 ..I 2W ISO 294 W,i 230 � •_
p WM Iia 268 lox 230 No 268 121 mm 33.1 2W 37.6 at a2 - 34+ 2. m0 289 31.8 a5 0.4 2W m8 212 195 265 no 210 tel No 27.1 2M 146 2M 9.7 208 7 ^tiw
'E riH ]fl0 275 27A 1m m0 225 S12 ip+ 211 2a aI 109 a5 226 2Se 185 m0 225 a.6 i82 1811 aS a5 tW 1x0 225 20.3 171 12H 225 taa tib it3 tR8 1N w a Z
T6N 30.11 202 a.0 RI aS 2@ "'a 1TJ 2lA 2W ap tm 192 202 215 197 17A 202 19.7 im 1x3 =tel 19 128 on 167 iN 160 m] 119 1W 8.0 202 116 IN G• z
TBN 283 to aA 106 a.a 5a h1 IN
m2 160 a0 162 T1.T 181 10.7 150 1S7 to 181 tS) 142 1a tae tW itA to t5.z is tat to tea tW 8.a fa 142 iW Q N
mN 165 114 /9A
D.
1x4 1M 181 im Z Q pi O
WYI 11] 127 i6e 11J yyZ mi O
TABLE 20 ANCHOR CAPACITYADdUSTMENT FORMULA: co ,aa
A.harCapoefty Table PsI W
ANCHOR CAP.,¢,,,, X
aW012_' til COlcnle ],62 Caq. Ifa]vO GW FTkOI0NU RT-o M.10 (DP_) )-ANCHORCAP,,,,
Yi6•Etm Wale YiPEtO yr SaEW no St.M 012atetl 0i28tW
AmknTryp' YLS Eim 06xm v'Eu Wmm Yte•Ekotam[In WERoUfricm X Q
AnebarCllp patteme udn.m App.o4a ttrem A1P'W amlw(GS)4cf..'(a31 6ema(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR O O
a4i.a,ta,e.66k 1' 2.1¢ 1' 2.11r 112• t• I 2-W t• 2-W r 3.08• 2• ala• I o.er o.m. CAPACITY REQUIRED'CORRESPONDING TO AN Z
EmaMmant mk 5.N' tai• tart' +ar r taw• f-vY uve 1-vr f-iN• t•tw• r tJi6• f..n• xm ACTUAL PRESSURE REQUIREMENT FOR THE m`O s•A
2A65mn®I.iS•Lih o.c/ammmi.aa6etap(Baq 3Wm 3mm Isom emm tm1. nom 2Wm -1. 71om all roe IS,
slelea JUm Maw+ a6om OPENING,WHEN IT IS LOWER THAN THE MULLION e g �
I Arclws 1.1v W oa I aNm nonan avn tF m 75m wa WA WA WA 3mm iun WA WA wA WA W2m Be51W M2am CAPACITY(FROM THE TABLE)OF THE SELECTED d
a Amra,0ra9A o.GTW35b,1s.W1ert7ip.3k
IN. IN. 6Wm SSW. tem. $Iom INN RrA 1Wm clam W. 1s26. a82m ae51m 11mm MULLION.IT WILL YIELDA MINIMUM ANCHOR
2ArcM.Iyau•µY,.O.GTUdp,Mw.123'Adm.9y,IT WA WA WA WA WA WA WA WA N53 WA WA WA WA WA Tt6m CAPACITY WHICH MAY BE USED TO QUALIFY
tA7ltp/F-0pLN.ak tmb imm 2a. u!m eam 133. Q III. noes III N. Sum G3. tlpm a+om 2Wm ADDITIONAL ANCHOR OPTIONS FROM THE
2An:1v. t15'Wl O.ClFaap(c M.at 21pm 3Wm Wh WA NLA WA roam WA tUA WA WA WA Siim II2m 5W. ANCHOR CAPACITYTAELE,
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: CRODUCT REVISED
�� mmmp1yb15with nmFisill
• • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. tt��mNo� _D D
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•1 1.000'r--- EtplialiW Dca (
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURES: Mi.i rmd.1
3)M LUONAND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEESHEETS21.23. 2 000'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 5t 11
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLECLIP MUST BE USED IN PAIRS. CEust'-._
/)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375' :
CONCRETE BLOCKUNIT{CMU)SHALLCONFORM TOASTM 590.WOOD s})AI.LEEPREESURE-TREATED 'T Tt; No.v870S t•
FIGURE d: FIGURE E: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6003-TSAND BEA MINIMUM OF.12b' ,
THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X7 X.375'MULUON n
LEAST.725'THICKANDA38.ALLANCHORStNTO METAL SHALL EXTENDAT LEAST SCREW THREADS BEYOND
--I� THE MATERIAL#10&%12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 SS T$ Fb.;•�U:
A LVNN MN4EF(,P.E.
t FL P.Ek 58705
i
i
TABLE 3A
Mullion Capac Tablepbaff?l
Opening W1d01(fOr6eAmR/spaMlg muAom)or Opening Haight(for tnnmnla*spamirg mU:l9ro) vie
SOIn WN
71 In BON IO In Imh I"b 110E 100E
1 X27aI mel-- TevMaN. flecluplu Tnpm- Rxmplx Tepi0ery. ROCWP1u T7epTdeep, Rmluip6ar TepltduN. Rec-VI Tnpf0ery. Reeienplu Tepl0l" MWnp1r TrepTAery. PBON091v TIPR4en3 6
.376 A19m 11.4+0 loedry loiary L..ft laZ wodry IAOary I-`w LwtlN9 weary Loaan0 -9 weary wWry Landry 1ovao0 weary Iwary ^y Y
MTube
1111N
1 H 1 1
CO)
12N VIA Bg ITO.0 Ola ITOA 711 171.0 Ra 170.9 060 170a 509 1170.01 17101 510 17D,01 1116 170.0 @I ITNO 1210 170.01 621 RB] 1]01 170.0 @1 121.1 111 170.0 611 111.6 1301 i70A @1LLJ
O W
46N 170.0 TOB Rao @1 fre.o 060 ImA m prom Bn I70.0 me 170.0 1133 170.0 691 111.8 1119 80.0 617 1]e.a 11]8 170.0 Sen 11]9 1118 I'll 060 @.9 1130 ITO.0 fiW 65A 1139 110.0 610
50.@5N 1101 747 1760 663 IWA 609 170.0 WI 187.0 IOU 11. 161 1.111- Nee M IJ9.5 IOU 170.0 TIT 117.4 IOU 1760 1% 919 IOU 170.0 766 B10 1m2 170.0 TY ill 1031 1170 i5B � Do:
� N
SIN 1760 781 IT0.0 011 1511 007 170.0 901 1ss1 gal 161.1 730 100.0 Wl 1626 700 101.6 901 IISO 111 861 001 111.1 710 Sia OOT 140.0 700 @.I 007 14O.n 700 90.5 WT 110.0 109 to O O
in
WN 141.1 735 151.6 60 1171 T33 130.) all 1001 T33 1160 NO m TSS 1012 600 7" 736 49.5 B@ T66 g6 05.1 fire IA 735 81.5 574 n4 M Ste 571 11.1 735 91.0 671 F m J
80% 121.0 Sae 130.0 670 1011 111 111.1 O@ 1 a1A 6@ sap all 761 6Ea 80.1 600 1 11.7 600 039 1 @1 Me 669 TOA 529 sea 6E8 TSA @I 416 6% 710 I @f Al 6fi9 TSS Vj J
U
66N 1001 W 1121 ag @A an 95.1 all 73.7 BPI @.o wl 691 6@ 71.1 400 JAD 801 71.5 1 US @A Wi 071 451 411 On 6L4 RS 371 BO7 M71 411 31.1 Sol - 474 Z a�p �
9 T2h 011 Ina 65.0 u] 660 610 73.0 IN 60.] l0 941 tl8 511 510 611 419 1S1 !10 S3] 111 10.0 610 me 101 Me 510 4S.B 1@ gl 510 IIA 199 - a10 m] 399 � 0)
]aF fi9A 151 73.5 100 6I.0 Lb MJ 3n 19.9 1. G,1 ss5 .4 lye 460 '371 31.9 1+'e N8 !}J 14.7 455 41.6 300 gB 159 ]i.7 7n N1 156 30.0 359 11J 119 367 356 Q = 1- V
re.
611 133 @A 361 51.8 133 691 m 45.9 4ss 49A 360 "A Iss 4l7 NO 35.1 Iss 10.0 353 YI 13! I.l 351 as 4Y L.I .4 IL0 Iss 329 041 =I I]a RZ 310 F � r r
WF 41A 321 13.1 NO 31.0 311 30.1 28a 209 327 311 210 28.1 - x135 212 IT ".1 91 W.B ]a 211 Ina 11.4 OR 21.0 2@ 11A JD 18.3 26a Z pZ N O
Bah 11.4 267 ]BA 257 2aJ 201 2B.B 2@ 2/.e 211 gA - 211 2. .1 311 161 297 20.8 110 tT.l g1 101 gT 14.4 207 169 g2 h xA
fOBF 241 217 21.1 295 g.2 217 20.6 001 1T.O III 15.0 len 10.1 ni 160 Iss fD
t11F g1 113 2LT 101 ISA 21! 161 101 168 g! 11.8 108 K N N N
1WN 174 ib R.9 1@
U x a 0 0
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
Anchor Co cl Table lbs ANCHOR CAP.,e.,., �U
su0s6elz 276 Ponomle Sat GAs. Horwtl40 LIDMp.N PT- Mew (DP_)X( )=ANCHORCPP.,.
vlr Emo V1.99 Eb7 v13'DO.1M 89 Eta Co.. 011 GIW 0125Na MU WON CAP.,.•,,
Anchor CFp Patleme An0urypa v1e l:me 110ecm 171•Em UItE<m vle•EkoliWam 171•EWIrLecm
In3san Alan etv umxon A00n5.arm.IGs)sem.(Gsl sten 1., USETHISFORMULATQ OBTAIN THE
E6o5 WYnoe Mk i' MlYSA -A
2-117` 1• 2.1? S 1110- S 0.11• O.H` 0]21• CAPACITYREQUIRED'CORRESPONDING TO AN
1-u4• 4111• r tat lee' vane. ACTUAL PRESSURE REQUIREMENT FOR THE
2Arc ®4751914. Oram xWm Yvlm 740W 1.161 66411n 0<Om .1mOPEN NG,WHEN IT IS LOWER THAN THE MULLION
M-01.15•MIa O.G IGIeMrO laf06<II0000'11.15 IW. from WA WA )W IW WA WA WA WA WA 682. 6BSm 11mm CAPACITY(FROM THE TABLE)OF THE SELECTED
7e0m 719. 19Wm Swm s69m wA Trom T1e. seolm len. 6@m ee5m tlgm MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Arcuaepo.4s•avl.o.alua9.mte.lg•AAm ITb4k wA wA wA WA Iw wA wA wA WA wA Nw wA T1s. CAPACITY WHICH MAY BE USED TO QUALIFY
MoraliIg. iTOm 8116+ ADOTONAL ANCHOR OPTIONS FROM THE
gp 1170. WA WA 'We. WA WA WA WA WA N1. 412. SWm ANCHORCAPACITY TAB I.E.
NOTE:FOR THE OFFSEF CLIP,USE TME SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROOl1GT RBVISFD
Dmmplpn6 wllh We F91M1h
u0d'm9 Code 6_024S'[
FIGURE I: FIGURE2: Aeeeplllmoe peNOk, /f4
TABLE NOTES: e`P'm ZL
• • • • 1.000' r-
I)SEESHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 0r II de PmduU Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `k111 LYN l/1I
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOTTOSCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-21 2.750' ��,••`10ENSF F,1a���
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 910.EG705 '•T _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FRLEO _
FIGURE4: FIGURES: FIGURE B: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED 375• _b'• r1
YELLOW
SOUTHERN
PWEWTTi AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF•125- �"6 T 9'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04S THICK 18 GAUG STRUCTURAL STEFITO BE AT ��() S C T �'
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'%2T6'X.37S'MULLION TC•'•;F(O......
• THE MATERIAL
#108612 ANCHORS INTO WOOD MAY BE STEEL,1885.&OR MO SS. ��1lCS
FL P:E.aY 58705
TABLE4A
MOII19A C.pD.hyTbI.IDIOM
OPanInB Width Qarter6raPt6PeMIC mU6ars7orOPeNnB HetOht{Urtq}im7taty5pm3iRptn✓Forn} E'�C
6aN aN lob cob 901, loob 1201. 1401. lab p
1%2Recim9� ' Rl. W., wnf.p st--4r Trap7de5p. Rulbiadet Dww-q. ftwv r Twidrp. Rigb.ptei '}ip71fis7p R iuWr TrtyOteA. WMtpix TwpTdotq. Rx+mWs hnWJdnp. y
260 Al:.-,IuU kb -ft I.M9 LUd.9 -&v W dm mbdn9 LobNp LNdbo LeedV L.,bg t mg LUMP L d.O LmMP LmMa w ft I`A`bv
TALI. r a a a a a a a a z• v
p 03 Im 176
Lori
42M 1740 830 iM.9 435 ft40 744 -01+Jb ft4o I BSB 1706 605 IMA Vol 1740 $19 170.0 1111 17UI 570.4 7249 iT4.9 Sa 1749 Hb8 1740 Sgt 153.7 ta0 170.5 821 7348 18M Imol Rt I Zi �
1811 ROA JW 11101 M 170,0 ea 110.0 384 170.0 1 992 1740 ea 170.0 LIU 170.0 ai 170.0 Im 170.5 I aJ 170.0 1417 17MO 600 141.7 1417 170.0 m0 121.5 LOT 170.0 OM 109.3 1417 LIDA No 7
a
SD.025M 174070 1140 583 I= SOB 770.9 Eli 170.0 1016 17" B04 iJOA 1195 5740 733 1828 1286 1740 147 !S0.] tA9 1740 738 121.0 5286 I70A 736 tai 1780 170.0 7a piA 5200 7740 758 of to
aM 1740 701 1740 012 1140 PSB 110.0Lu
ON 1740 1118 170.0 754 150.1 4130 170.0 0w IUD 1130 1140 e57 120.6 Ita 170,0 559 100b 1170 170.0 at 80.1 1110 170.0 m1 762 JIM 170.0 ml m
Mb 1709 Us 170.9 701 708.5 413 Lela 781 1152 915 141.5 71A 199.4 PIS 1323 735 425 916 1249 Ae mA MS 1145 TA 732 938 114.4 715 628 915 754.4 116 14.9 015 it" 715
mN 151.5 130 IOTA 710 128.6 Bm IUD 6w 100b 030 IUD Wl 14.9 ON 1122 9m 81.4 530 INA 802 ISO 914 90.4 850 61b W 14.5 GO 142 830 94.1 GO 41.4 0.q NA 84P
SBBL S7ti 737 1700 m0 140.0 la ffP2 B18 013 757 1089 Q4 828 757 pit 811 73.1 717 10.1 500 m_9 731 042 000 SSA JR 704 +72 757 75.2 591 4f2 751 7b2 595 ? N
aM 101.7 Bb 1082 552 ae 630 MAY 510 727 149 00.1 530 BIB NB 722 521 545 830 14.5 514 a.9 m0 623 SOD 124 014 142 309 36,3 Ob SS] 414 312 aB $5.2 4W
78M $0.5 677 044 4Pe ttf 571 782 414 6. 14.4 QP 54.1 STt 00.8 itt 48.0 571 55.5 414 412 871 SIA 459 36.0 671 A.9 157 349 at 145 M7 274 571 +fib Iib
TOM aA 542 WA 474 60.7 542 70.0 ISS 61.1 $42 82.1 AM 540 W 55.7 440 414 W 51.0 442 400 S42 47,0 AN MA U2 42.9 129 "AlS42 40.8 425 254 $0 40.1 421 fZ 2 Q m 6
90M bZi AOT 03.7 914 43.1 105 1St 35S 372 407 SOA 349 ]25 MIT
SU 240 Aa 3U IN 29.0 407 2P.8 314 21.7 /OJ 29.1 327 15..4 414 24.1 ]a 141 +a aA ]70 G .0 Z � O
X� IN
PBM
A. ]a 41.1 3x0 35.0 350 372 3H 30a 3w 124 309 me ]Se 2e.B 3w US US 29.1 300 21.5 355 240 2BB 17.P 3m x1:0 209 15.3 3% 10.2 PB4 V3
taM 341 2d3 30.0 255 25.1 241 x54 251 21.5 x83 225 217 1" x83 /179 214 10.7 213 140 x10 Al 283 18.0 2U W tR
IIIM 142 114 202 212 27.1 207 21.1 Z18 t0d '267 20.b 145 17.3 287 ie] 231 i5A 281 145 ae pN to N
i2AM 224 228 aA 20D 143 ap 7a8 x05 757 149 102 2V2 V X Q
Q O O
TABLE 4B
ANCHOR( ADJUSTMENTFORMULA:
Anch97 Sc TabM(Ib5 AtdCHOR C�,..� _ Sema
6w5e7e 27b orua4 0.E1Caw I.M.H. . Gdu p7Yk.tl .1u (DP,,,)%� ) ANCHOR CAP.
YI6•Ebo Ile 80E.NIrm'.ITVS6 n 6105 87x61ed 112.1. MULLION CAP,,,.,,,e,
Aneh07Ciip PaBeme A"`b"Y° 2'fC EbaUOxm V+•Fa»iti uwem 3rfB'EbetA4cm veEtoilOacm ADW- JA- AppxbMv euallM scj1q -(051 USE THIS FORMULATO OBTAINTHEANCHOR
raps Olemrcs Mt 1• 2.1w a 2-IID` 3-ue• t• 2.1rr1. 2-1¢ r 3.119• r 0.16• ow DAN. CAPACITY REQUIRED'CORRESPONDING TO AN
Em0eaneP ni farr tan• 134• fapl• r t-Vo 1•na• f•tra• t-tN• I-w• f-ue 1mr Ive• nroi ACTUAL PRESSURE REQUIREMENT FOR THE
2An 047 NN.4c.IsmMNar4rtll aip OY.It lm. swm 4am 1149. Calm irom 2141m Sam NOm atm alma 94sIw aim Orr. a9m OPENING,WHEN R IS LOWER THAN THE MULLION
4A.Wvetl1.IS Mh O.Glstrtlad(d 018.0 Gp ff+t2Y 7e0m ip3m wA wA WA WA Sam WA MA WA wA Wq mxlM 31 11211m CAPACITY(FROM THE TABLE)OFTHE SELECTED
t Arltraa®3•r8nQ4lfi)-A..OpatQb.3T No. JWm Sam 1x1.0 1198. Sam s50m W. m9m Nemo 8004 i5421bi mem umm MULLION.IT WRLYIELD A MINIMUM ANCHOR
2Arctm®0.45'AbL o.c/11081 roe J2s•A1ml(cp.4y MA WA wA Wq wA wq ku4 wA 141.5 WA wn wA wA nsm CAPACRYWHICH MAY 8Ell57B)TO QUN.FY
t A.c IFaplfl7.st t96m 193. 2xsm usm dam nsm u9I5. IJ7m nom tame 332. 41am t7om .1. iam ADDITIONAL ANCHOR OPTIONS FROM THE
3AK3ve ili'MpltlGtFCNp¢1p.et
loft 350. wA wA wA WA 1'-0m VA T�'''�11�7.5 79h wA wA 94/m gtfh iam ANCHORCAPACTIYTABL6.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 5•.-__.+A CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRCOUCTRISAM
mlm W.FIc41d
n« S(.b2lb.03
FIGURE is I{IFIG'URE2: TABLE NOTES: Aa*,11
-•-�L006T)SEESHEETi FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET 2S FOR INFORMATION ONIbW
LOADING. �SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M �IIII2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCWR OPENING WIDTHS IS ALLOWABLE. '
, ..... CSP",.
FIGURE 3: 00 3)MULLION AND M(7LUON CUPS SHOWN ARENDT TO SCALE.FOREXACT DIMENSIONS,SEESHEETS 21.23. 2760' '•....
VGENSg •..ryy
• * • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. _ '
{ :r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS ": No.S8705
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :Q r '
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 1• �•'. !� :711j�
FIGURE 4: FIGURES FIGURE O: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SftAL18E5063-T5 AND BEA MINIMUM OF.125' 5TA-GF 47'
THICK,STEELSTUDS TO BE AMINIMUM GRADE33AND.GW THICK GAUGE).STRUCTURAL STEEL TO BEAT �•O.<�•.
((�
LEAST.125"THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST3 SCREW THREADS BEYOND VX2.75'%.650'MULLION '�rS'•.SORIO,,.`J(a;�
THE MATERIAL#108Ot2 ANCHORS INTO WOOD MAYBE STEEL,I"S.S,OR 410 SS.
�7r+171 I111vnt
A LYNN MILLER,P.E.
FL P.E9t 58705
TABLE 5A °
Mullion Capita ItyTable ie tB ��
OpenlnOWdth((a+e'tJ.*.perrirOm-A'aro)arOpminp Heloht((°rIvAmiARw PsrNrg mlflwn)
l'AN WN Toll mh min 1mh Imh f/Dh imh �
Ra.ww Tfep/ms4 Ractxpdv Trepmmq. R-d-.e. RWTBrg. Redag/v Tinplr6Ne. Pncim98a TmP'Naq. Aaduplar Tnp/mm9 Rectnp0r TrplTtlm9• Redanpdar Tmpv- RICIm9Ar Trwm- a
1"17.125^x Lnxfm laedn9 I°°6i0 Lmdiq Imdiq l0adnp Lmdn9 Laft Lvadn9 kndip laedn9 Lmdnp ImdN IasdnO Lmda9 Lmdn9 LaWW lnediq
.500^Alum $ $.. a $.. �' a aap $g,.$ 2' Y., $.. '-$' Nhlh hbeNull6 �. � c� h 3 , a , d �.b b66 S` ¢ b Ol rG
l I
all I
1 J
l 0
nh IN.01 mo Dao I In IMA 744 +ro,0 Ire 1roA ew 1m.0 606 IroA o@ 1ro.0 519 Dao +119 IraD IN 1mb 1219 110.0 531 Imo 1100 n0A 621 I.o 1TSS INA 62+ INA INS I'. nl J
wh tra0 Toe 1160 SH Dao IN ITOA IN +m0 9m 1TOA NO iroA 1113 1T0.0 at INA 1215 110.0 m ImA 1U7 INA ee6 I5I.7 Isn DOA 900 1rl.1 15/7 ImA 9m 114.2 1m Dao 680 � (Ya y
SO.RSh NA 711 170.0 m3 Imo m INA of 1109 tow nao m/ 170.0 1195 I= m INA 134 nao 747 IRA 141 I"X 766 Iw] 140 INA 158 1213 H9s iro.0 Tse im.] i/4. Imo TSe W O
Nh ITOA 7W Ira0 e13 Iro.O B`A 1m.9 Sal nao 111e n0.0 TN ITOA Ins Dao 8m leflt 1101 ImA 837 148 1w1 Ira0 659 me 1wt nao at 1mA Iwf 1m.0 001 W.4 Iw1 nao at m ~
min Im.O ee3 nag 701 iro.0 1161 170.0 7m 158! 11w nao hie 1]5.7 1156 181.0 S26 1273 HIS 154.5 9n 111.0 1155 119.7 610 925 1158114A 9m 19.4. 11'8 114.! 9m e9./ TILS INS 80.1
all Hao SID INA 745 1s9.0 IDIS INA 650 1318 INS 153.5 w0 Hae INS 141.7 ew ins lag 1320 839 919 IN9 1255 m 79.9 INS 110 IN Ws INS 115A N8 691 104 Ilu el9 � C), p. �
Min 185.6 955 INA m t4A m 131] 6N 110.1 055 1337 783 1042 953 121.4 n5 Sze as 1128 785 011 MS IOa1 157 521 955 EDA 719 50.9 05 90.7 IN 531 SSS 0.7 74 ? OOa
nh 12eA Bm 1x9 69l IOTA 04.1 114.9 eel m3 8m 101.1 DO p33 6m 91.2 659 11.1 em NA 4.e 043 m1 74.e N] 63.5 0m n] 042 458 ON 02e 82e 40.1 Sm ear 02] j J� ❑9 z
roh 1093 nt 114.1 529 IIIA nl 61.0 Ne 1e.0 Rt ezt 566 W3 nl m6 695 00.7 m ro.1 586 04.0 nl 6S/ 516 14.! m 59.1 6e9 30.0 nl M.6 SN 34.1 721 58.1 Sm Q J
i6h 101.0 881 7031 399 043 IN e9A 807 w fie/ 75A 676 QI 661 ill x] Sa.1 e01 NA 555 m.! IN 59.9 551 127 531 04.1 NI 36.1 ON 51.3 Sb 31A IN m.6 SN
Q N O
mh &SII 614 e7.9 450 xe SH 573 IN RA 511 50.0 40 I1.1 SI4 11.9 433 x5 511 4.6 In a2A 514 H.] 121 TTA 514 330 412 9.6 811 EDA 106 m.e 511 D.0 IED u) Z O C
ah 04.2 IR 55.1 101 153 152 47.0 3m x1 452 4.9 3m 33.p IM xI ]61 34.1 453 ]2B ]r0 31.1 44 ]0.] ]n 225 132 2A.e ]89 18./ 452 242 359 1flB 152 23.0 4.53 tl1 � �
1046 34.1 ]57 30.9 3n 31.1 a5r 37.7 317 273 ]57 24.1 ]12 4.e 357 2S3 3a 21.1 SH 22T 7m 10.0 4.51 m.0 299 158 351 138 293 ISB SST 10.2 36T 11.9 ]Sl 139 7b Y Y
III h ]31 339 38.0 309 34.] Sb 30.1 ]Ot 230 310 30.1 2m 21,8 4.N 23.1 3Y2 105 330 34.6 200 17.5 319 198 2M 1/A 4.36 19.5 213 128 4.]0 14.5 3m 11.0 339 138 36B F m N y
1201n 21.7 24 34.2 30] 2].1 259 ril 259 198 18B 10.3 rA 1T.3 139 76.1 252 HA 24 1fl] MB 119 2fl1 IIA 215 It.e 34 12e 24 0.0 289 IIA 238 e] 24 10.1 3]2 UQ X Q 0 O
TABLESB ANCHOR CAPACITY ADJUSTMENT FORMULA:
AncherCe atl TONS 100ANCHOR CAP.,,e,o,. Ey BBE
sumuna 2n mrcree 4.xcv.c. xon.au Feedu9u Prwa9a Ndd
(DR-)X� )=ANCHOR CAP.„
YIN Bm v1•ss 0ea N1Y Fx9 v�ss ocD no Nee n2sat n2 stw MULL(ON
Aneh0rC6p Pelbme D1fbYT+� v1YOmueam v1'F9:Dumcm uerxnn 4..16'0<D UNmm yr Sv9uerxm Appe6X9r Vemcm A®RGda s6m.(aO snv l95) S-lcs) USE THIS FORMULA TO OBTAIN THE^ANCHOR
FAmOName 5n7 r 2111 t• 2Nr sue• P 3-vr r x-vr r s1m' z o.w• nar a3i� CAPACITY REQUIRED'CORRESPONOWGTO AN
w6eana3 n 1a7�• is•/' 1yr ty� r svr 1-vf 1.1/1• t.ve 1-vv +-w• z tae• Lae• rats ACTUAL PRESSURE REQUIREMENT FOR THE
1Amtd3®4TY MA N.a.l StamA3Y09g67p W9+I smm amm 4mm emm 1611. nom 2mm sAm u91m arlm m Nsm a11m II2m IN. OPENING,WHEN IT IS LOWER THAN THE MULLION
IAmne1®1.15•046OCISImmN(rt f3eeRCp 6199j ID1m ECTED
Tmm NIA WA NU WA M. IW WA tUA WA illi. g2m Sam 11mm MUWO JTWILLY(FROM T7IETABLEJOFTHESHOR
AAmronwauhoal 2uAm�eag11n9n Tmm 1mm ®m tsmm loam Nom 6mm xrA Tmm rwm eeom wmm w:m easm 11mm MULLION.RWILL YILTDAMWIMUMANCHOR
]Aman®O.w'NR o.alucp,199.DYAAaa 6194 WA wA Nu WA tU7. wA wA NIA wA xIA WA WA WA WA +gram CAPACITY WHICH MAY BE USED TO QUALIFY
tAmDmlFap 61957 tam lam rem usm eam tssm l4m mm mom term 3]r oe aam Imm 221. 2mm ADDITIONAL ANCHOR OPTIONS FROM THE
3AMmo W1.IYCLIP•Ma O.a/F SAME
zmm amm xu WA wA xu tmm x4. WA xm wA x9, Ntm Lam mDm ANC HORCAPACITYTABLE.
NOTE:FOR THE OFFSET USE THE SE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
compiytn{{ri1b W4..
FTaiCa
F1.000'-I IIWlding C
4.r IV NO l6•d 2)8•rfO21
FIGURE I: FIGURE2: TABLE NOTES: imt Gale
I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS-FOR GENERAL INSTALLATION METHODS. I'ir Dago PI1 j11//
2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.725
FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR ENACT DIMENSIONS,SEE SHEETS 21-23. �`�1�;''�IQENSF'•;"1'
Fe-7
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED.APPROXIMATE HOLELOGATIONS. is Nu.50705
LY
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' y b LU
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED "D•� 1 /y`
FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE PAS}TSAND BEA MINIMUM OF.125 ' S(ATE
THICK
STUDS TO BEA MINIMUM GRADE 33 AND.0W THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X(1VFMIULLIIN)Ox �.a�•.,r/OR�a��'yG`:
LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND i/S+
THE MATERIAL 1110&872 ANCHORS INTO WOOD MAY BE STEEL,1O8 S.S.OR 410 B.& N�+,5+3
A.LYWOLLER,P.E.
FL P.E.9 58705
TABLE 6A
M In C•11 1,11 9187
Opening WLdihO01'.6fey-spelv4rg 1tyT9bmUloluj arOpSntng HetgM(krhodmMaiy-apam'rg mtt8micj C p
SON
so IS 701, WN a0N 1WF 1mh 1401, SBO.S.W.. Tmplm
ru..
I`N- Inq
R+.t•6G•1aT 419. 9da TVTAu R•.tx�P Tly w"a, It. 'Paw
a+nONm n LL 6 Ra...la Tr+pm- R5ae0pAv Tr,Prtamc. I*agc'wv T+•Cnu - R... TT•A'n"+r0- En
I x4x.126 L••dv0 latlro 14U119 la4tp L•eere lMe,p loadn9 L•e48a 10e6Y L•.Ore Wft I... IO.,Sv 1•.dre LaM9 LmO:.B L,.ft L9e4re
1,1111 idh I hl'h I'd) Ell II I z
42h 570.0 -1174.1{56 170.4 74+ fRO Nd STaO 866 ila0 403 1mA 992 1749 619 110A 1156 570.0 621 5R0 12401 1109 I 625 SRA 1 1466 80.0 S;5 5+5.6 1+69 fVA 621 127.0 tide Ran 625
0- 170.0 1 709 1 170A 1 STI Finn 850 1A8 eM 17.1 991 17AC BSO 1TOA 1111 170.0 681 170.0 1275 170A W INA 1707 17011 660 I3D.31707 170.0 US 111] IMS ROA US 97.T I= 170.0 US,
warns%5700 747 5708 683 1"D - SRO or Sant ISO 1708 664 SR0 it. 110.0 723 1XI 1231 IM01 747 140.5 I21S TAA Tar, 117.11 1235 170.0 788 IMAJ I= I= to 87.5 5TM SRO 7% 2 �� �
MF 170.0 7aT IMS 812 170.8 950 170.0 591 1100 11!8 170.0 764 161.4 1166 170.0 609 1772 1166170.0I 6R 170.6 1@6 IRC 558 1038 HU 170.0 001 est 1158 170.0 661 TT3 1168 80.0 651 m o �
US, RCA 6S5 imol AS ran? tat 170.0 For I i420j im w8.5 6S2 /I6.1 1Nz /N.7 8ts Itu iml jDalJ 807 Io08 IDH 17x2 Tai 514 MN tm.t 762 as !0N 125.1 782 is D f0N DSI lu � 6MD
63N ROA aM tA.O NS 151.2 BP4 iN.B 918 11204 993 I44A 799117.4 BA2 111.0 792 tope 992 1121.41 765 60.7 960 114.6 IN 75A 992 ISSA 740 64.6 9D2 INS 741 664 822 Im'd 1N �
a 66. 5568 9N in. 760 117.6 9+1 ur 7a9 it.5 941 SMS 706 10].4 947 1172 714 9Lo 94T 1.7 735 627 &7 fox; TSl 899 917[-.3
711 6£1 OR S48 711 81.7 9R 918 711 Z
9 'RN 1710 M9 1421 7]i 1112 619 la. 773 97.0 M0 1009 Tom K. N9 864 a% 706 M9 ear 668 67.0 MO R.7 BTS '110 6N 649 446 6W ]28 Bee 426 MS 7x4 691 ?
mu itib 762 Far US 961 m 1R8 BR m 782 A50 810 - 782 608 6m eis 762 742 Sm 6J.6 787 802 813 461 YU W2 41.1 M 519 697 56.1 762 UA US Df t3G
7BIn 1008 721 1HA 674 US 714 94A 621 785 724 628 Us am 7N 74A 600 514 724 65.1 691 63.4 7N 83A a6] 44.6 128 310 M2 724 61.] 697 33A 724 67A %a J � .�-
~ Q O O
gain 6DA d47 7f.e 461 468 5N 60.7 iH 40.7 641 678 468 49.5 6N 47.1 458 MB SN uA 452 34.9 6N 39b 4w 70.9 64S /w 319 a/3 121 430 21.7 5N 147 470 Z
Oki ST.S 476 56.0 427 47.0 476 49.7 419 40.9 IA 432 412 M5 {70 M.5 406 313 47S M.5 4M 20.7 478 320 393 219 478 SM 20.8 410 an 78017.9243M.5 3R ]1.6 3M 21! Ski MA SM 2Sz aR LAA 326 R4 3Tl 248 121 m! S7J 220 ]R 16.5 ST7 JIO !410 3R 17.1 501 757 ..0 SOS I65 1M 70.1 301 15,{ 757 294 N,w Y
SmF EDA 108 208 770 2" 365 25.1 n4 218 30s 214 270 ta] 308 IDz 287 123 3W RA 393 F � � N
144 In 17.0 212 R2 IAB Q x ¢ 4 Q
a. .- zmw
TABLE 68 ANCHOR CAPACT7YAD.IUSTMENT FORMULA-
AS h.,Ca bel Tablo 1ba ANCHOR
auks- 27e Cdxat. a.SYfmc. M•eeYUAU J.A
U PT
Ne1.1 (DPn)X( )nANCHORCAP._
McrorTypB 3716•Et•15tmcY1 1N"dOa UIP6aan Yt6•F3n irwm,Dw i!4•tTcO tAurtm -.3 kt•Yi6•Eim a InDSSH e12.nW •12- MULLIONDAP.,,,,,,,
Anchor Clp p•tteme Imrmm A-G.0 Ilmacm s.mv les?acres P5) Saer(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
e4aa.e•m•1FT I' 2-IED 1- 9w a,- t• 2-IED r atm r 3.170042• 96r 0321' CAPACITY REQUIRED'CORRESPONDING TO AN
EWx4a808.k 1aR• 4vr 5-vr t,v4• r .11 1-Va. V- -IA. MW t-wtare 1a +2129 ACTUALPRESSURE REQUIREMENT FORTHE
2A9mlan®4A6•MF.Q0.1SWdrtantlealgPlFk 1617 770. 3MVn 4M. M. IM4m V01. -1. ]S4. T4D 0• 7 IM W. X164 142. SMM OPENING,WHEN IT IS LOWER THAN THE MULLION
4Amron®23skhac.e5lemaetoro5.•griprFq.17 Taa96 Roma SMm. 141010. M. wA Smlw wA M. WA BM16aM. MSM f1m. CAPACITY(FROM
THE TABLE)OF THE3ETECTED
ennoh•,•gt,lreun.o.aJ Sm•S•Olerol§egCtp py.4 atom. two S., WA WA WA wA 76670. WA WA wA wA116170. Orme• 22w. MULLION.ITWfii WELDA MNIMUMANC1fOR
IArAhx.®YSF•O.FTR)ASAreb a3p•/B1A.St TM. iw. eBP. 15BOISa 16x. M0. 56Mba WA 700.. /16 a• 6D. aarm 6M 704 ii-"-S, CAPACITY WHICH MAY BE USED TO QUALIFY
enrctu.91'94a a.C.TT6l3e5A1gi6c6,xfp1a.67 Rta. itAuw 1709 m. 21400n Mr. Mom awes• WA 4,4.32 RR. Nm. f022w I7R. rcaoo• ADDITIONAL ANCHOR OPTIONS FROM THE
4Amron wOA$•Mn D.4/UQ0.hN.125•A4m.1F10,77 WA WA WA WA WA WA WA WA WA WA WAWA WA 1410. ANCHOR CAPACITY TABLE pROOUCTRF.VI5E75
2An2a.f4335•NR 0.Cl F/1b OTB 0t 554. 7Sp. 2M On TOS. 478 m. WA 270Bu WA ]15. WA NOmeMI. 414702 680. mmp17N6withY,e70ttmF-O4pSaat 46p>M TOPM WA WA WA WA saPiOs WA WA WA WA692De D6S m. 1170. BOiidNg ibde
NOTE:FOR THE OFFSET CUP,USETHE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.000')»- A�pyma7b)(o-b'XY$,03
RepilWi•n Dale�VRfM
TABLE NOTES• Pd
FIGURE I: FIGUREZ. FIGURES: FIGURE4: FIGURE&FIGURES: N11m01 dBi SEESHEET i FOR iNSTRUCTIONSON USING THE TABLES AND SHEET2S FOR INFORMATION ON LOADING-SEE yyT
• SHEETS 2d FOR GENERAL INSTALLATIONMETHODS.
• • • • • • • • • • )LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROFENINGW70THS RIALLOWABLE. :�!� 'y}GEtoi
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E%qCT 01MENSIONB,SEE SHEETS 21-23.HOLE5 4.000* No.50-105
TO BE DRILLED R7 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ONSHEETS21-23.FIGURES SHOW =_
FIGURE& FIGURE 6: FIG�pUURE7: SUGGESTED,APPROXIMATE HOLELOCAT!ONS. N �6•.;STUDS
CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-Fn I cn STATE F •'�t.^4
• • CONCRETE BLOCK UNI T(CMU)SHALL CONFORM TO ASTM C-ft WOOD SHALL BE PRESSURE-TREATED YELLOW .125 '�iC.•'., F(OR10P `tj`.
SOUTHERN PAPE MINIMUM
RADE 33ANLLRAINUM SHALL BE 1106;176 AND BEA MINIMUM OF.12S 7HIC3L STEFT �lC •....
STUDS TO BEAMINIMtIM GRADE 33AND AaS THICK(18 GAUGE),STRUCTURAL STEN.TO BEAT LEAST.I2STLflCK 'i' ��/sS`S/CJjjj`t•G�.`�
ANGLE CUP(FIGURES 686)MUST BE USED IN PAIRS. AND AM.ALLANCHORSINTO METALSHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10IS /JJT 11'1 y
#12 ANCHORS INTO WOOD MAY BE STEEL,188 S.S.OR 410 S.S. 1'XR'X.126• A,LYNN It ER,P.E.
MULLION FL P.E.#68705
r
r
TABLE 7A '
40.140.C.Poefty Table beff?)
Opoaln Wtdlh{fonecGca9r-epaltiigflu6Qrs).,Opening Hoilght DXA..) c' C
60TH BON 704 BON 901. 100E 1201, 10% 1804
I X4X.37b Acq.,aNv Trq✓IdmO Aeg4nod.1 RAYMuq. RMenwlu Inw. A A.ct.epdv Traplfd.n8. R.gmplar lot;(011oo. lkq.nOAu R.P'flivrp. RcqugWv R.1BT.ig. ikclmpdu TnNldlnp. P4clugq.r 11.1'1,17.0. � y
ALUm.Tube bedp f...r,i Lleft 9ovOr9 L-ft t-Blto L.aQ.9 meQ.9 taeQrp U-g 'tndra I.. Zwdy -drp L9eai9 UaQ.e iasHrq t..dry ,a
Mullion
411111 _d 111 11111 _ a 1 a� 1d 'l � 1,JI 121 11 11� 1��11� X11 z �r m FN0•�.
.10 17.4 870 UDA pct 1T0.0 744 1704 ITB 170.0 838 170.0 Sod 1740 BOB 170.0 619 110.0 1110 1710 621 1700 1240 tm6 521 1740 He. 170.0 621 170.0 I= 170.0 621 Im.0 IW3 17oe 621 - W
484 1740 TOB 1.4 624 170.0 350 imA Se{ "0.O 982 170.0 BOB 1]0.0 1133 im.. Sot im.o 1276 fm4 877 170.0 1417 VOO 630 170.0 fibe 170.0 330 1TDA 1961 170.0 BBO 1511 2024 1704 660
J !U1!
7042'!1, 170.0 747 170.0 BOB Veto 690 ITOA BSI 170.0 140 1704 BN 170.0 ITO 170.0 TA i"D 1515 Im.O TIT 170.0 114 110.0 Too 170.0 ITOI 170.0 760 160.0 110 Im.O 760 1., 1919 170.0 T3
644 170.0 737 Imo 612 Do. 058 1m.0 .1 1164 life DOO mi 1740 1216 170.0 607 170.0 t�til 1�IT 0.17 1700 1391 170.0 928 160.0 1708 fm.. 031 131.1 1709 "AO eel 1210 im9 1704 807 m m p
704 170.0 BBS ITO.. ml I... I= 170.0 B97 1700 1240 170.0 670 f17kl17 170.0 044 110.0 1594 I?U 990 155.8 1018 170.0 1077 129.8 1819 "0.o 1063 IHA 1619 1704 1001 97.2 I6f9 170.0 1083 - F tp
834 i]AO 93 5764 7<S 170.0 1118 1704 030 1104 1302 170.0 9{0 88 170.0 tdH 139.7 iN2 1704 iWd 111.0 1612 170.0 1522 517,5 1542 M1.Ld 1168 1002 iN2 1674 1161 .1 5642 ISJA 1757
$ 4AN 170.0 974 tm.0 739 170.0 tIN 170.0 001 170.0 134 "Me 1002 m 170.0 it" 1420 1{i2 loos 1146 1266 1478 IMA 1130 107.1 1472 147.5 H3 91.3 ITO 1460 1104 604 11. 1440 1104BmTwA 1296 1700 1- 1504 1370 1882 tt01 sm 1..9 /0B2 111.3I- i3JA fOso 1018 DDB 1288 TUB 604 1370 1174 1- Tti I= I," 1013 tact 1370 li2A 1012mN 17MO 1122 im.o A" TO.. TIN 150.4 1013 123] it. Do.9 991 f. t.3 078 89.7 HIM 1163 W 6le HP IOTA Bot 74A IHS 91.0 93 64.1 1184 BSI e2J 50.1 it. BOB 916 a.
N161, 1841 11. 170.0 9tl1 13.4 it24 HTA B&B ft OA 5724 1268 N7 124 1738 01 YLS 1129 f066 916 634 1124 966 KB 891 1124 89.0 am 693 HU 8W .1 61.9 1.. 612 BTB9.N 108.1 841 1113 760 Po.1 N4 84.3 730 713 6N 321 714 4 70.5 TI2 60.1 644 686 702 N.O bN N.1 8B3 45.0 tl{/ N.2 878 38.3 N4 8a0 368 ]itl N/ {t.T 652 90489.t Tit VA 063 N2 142 TT.2 Sit 818 A2 BTS Nt f2 59.6 831 494 T42 66I 822 {i.b TV 404 614 3T.f N2 43A 660 34A TO 39.6 596 2.. 112 3715 664DO
46 588 339 ,670 621 288 53.9 .1 0.7 BBB lie 513 3 41.4 3015 N.6 660 373 408 31.3 OB0 32 492 261 6N 28.8 401 223 6N ... 472 59.5 63 24.7 43 N91
III. TTA159 684 9N {OA 63 .5 4. 01 653 428 4B7 55 Sea 43 320 30 381 !TS ZdA656 31.3 401 24.0 6155 2T.i 417 mA 658 34.3 44. 140 536 224 H2 X1204 468 .1 404 US AD 470 38.0 428 Z. 875 S3T 470 75 294 411 25.3 05 ]0.. 109 766 475 24.5 4w 194 415 21.1 SBS IB3 418 10.} 367 163 473 171 35 k N N
104 23.4 m I 7B-7 3T Me 33 224 .1 1. 33 1. 20] fhb 33 -IFA 2U
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Am.choJGa act Tebie ba 'y
au.uge: 21t Co-o,o 331F0,.. Hog wu I FNWOAU I PTIeo, I M.. {DF„)X/ANCHOR CAP"a"•'�=ANCHOR CAP.,,,
m
A,a6,riY0e. Y1e'EtONNue, tN'Eka 4AnC6t .YICEk4 Ytr 8.149179. itl EtoUR an L4'He Eta Y46•ElcO W'39 Ek0 ILO Hted X12 SleH 1121ted `MUWON GAP.,„,.,••
AncharCOp PaBee tt9c•, Ao9r.oe. u.r,�.. A"yaCwbc sww(nTi s6matc5) S-Z.B, USETHIS FORMULA TO OBTAIN THE'ANCHOR
Eaw pmrc.(NT 1 21rr 1 Izin• aur 1' 24w i• 2-- r sur r D.4r 0.N• O32r CAPACITY REQUIRED'CORRESPONDING TO AN
Em.3,tOd Dak taty 1-Y+• taa' Sar r 1-u4• far{• 1-174• +•174' iaN' 1-u4• r far, lam' vde. ACTUAL PRESSURE REQUIREMENT FOR THE
2-04.75'MN.0.4/SUMv4p001.1Ccpffb.fA$ 3O. 390. 436. -1. 1.4 Be zm. Bao. 3N. 10. SHB. CD4. B. Sri. 412. am. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ar-sa 715 Mit O.GlolvMvd W.b.9 101937 700. TOO. 590. "to. 952. WA 30. WA 610. WA N0. WA 6.2. 405 Do tiro. CAPACTTY(FROM THE TABLE)OF THE SELECTED
6A•tm ai-M.-lendo"Im' lOet,r:U.4N BOB. ttao. WA N& WA WA 10. WA Np iK WA WA 13570. t"5. 21w" MULLION.IT WILL YIELDAMLNIMUM ANCHOR
4Arc.n(8 rt0,pA JR12.SAn9t do/076157 Too. 760. Me 15601. Is.. N0. 6.01. WA Tm. Tim 880. 1892. wel 865. it=m CAPACITY WHICH MAY BE USED TO QUALIFY
BAJ4Ms�3'Mi6OAIpI2Y5A,OY UW 14Fb..Y 1170. "Jct. IPA. 23101. 244. 510. &01. WA "401. In Be 1320. Tete. 1023. 1371. 103. ADDITIONAL ANCHOR OPTIC,SFROMTHE
4Arcim i$O.4r MN.O.C.1UAg,4Xa.12SAtm..{F}a 1X WA WA WA WA 784 WA WA WA WA WA WA M WA WA 143. ANCHOR
CAPACITY TABLE.
2 AK6ua GZST'Mtt00l F94819.81 J3. 33b 290. 703. 470. WA 200. WA 315. WA 4101. WA Ulm 021. 530. PROOUCTREVISED
4ArcOv.W 1.115'404O.GIF4BI0(/b.ek 480. 100. WA WA WA WA 300. WA WA WA IYA WA 402. 665. 1120. °1-ply MwWr160F1ond.
Bwldi�Cnlc
gOTE FOR THEOFFSET CUP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CUP. -+( 14152'�-- ^`j 7.000'f•'- Acxp 1r No lfo-fJ278.R7-S
e PIrM Dao 2021
TABLE NOTES: Br
FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURE B:FIGURED: 1)SEESHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MIuH t7ede Fm6ucl
��♦ •
-Me �• OLINEAR INTERPOLATIOEETSN
B TWEEN FOR MULL
LENGTHS ANDIORTION OPENING
1111111
J LYNN t, t
)LINEAR INTERPOLATION BEhYEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
♦ ♦ • 3)MULUON AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSMS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000" _ Nu,56705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROAMATE HOLE LOCATIONS �•' ^
FIGURES: FIGURES: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'-, !: I6 IU
• • ♦ GROUT-FILLEDCONCRETE BLOCK UNIT{CMU)SHALL CONFORM TO ASTM G90.WOOD SHLL BE -�,5 �.f TD Off• �Tt`
PRESSURE-TREATED YELLOWMINIMUM
.125-T RN ICK STEEL
STUDSTOBEAS.INIMUMI.IMSHALL BE
• • TNTCK(iSGAU AMINIMUM OF.725"THICK.STEEL STUDS TO BEAMINIMUM GRADE 3340.0415 375• 375- ��`C'•'�I:�it1,1?�.•`(`-'�
TRIC#{18 GAllGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK ANOA36.ALLANCHORSL L -f
tANGLE CUP(FIGURES S&S)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL010&012 1X4'%.375' 1•%4'%311- A•LS'fdN�MLE'A,
ANCHORS INTO WOOD MAY BE STEEL,189 S.S.OR 410 S.S. •T'-MULLION MULLION BEFL 1.8}III IL
TABLE 8A
Mumon Capacity Table ID a �
Op9ntng WWin{Wr3emcn2ysperNriO-.11-lo,Owing H.rom(tMtprizor[e0r•-sparrtng mutons) BC S+
wN Its. mN MN MN 1MN 120N ION 1wN yF�a
1.2r Is wfill
Rac-o. 7tNm- A,-V.r 7.Yrd.9. 1rM.np.9r tlsp'fNm, A targ4* -gm- R°d°ry1v RWrrta•N R+d.aY+l� uwld" Rec wr itap'itie+q- fil-DdE T+M`--A
3.188". Lmd00 Ladiyp Imam gtmdn9 Imdn➢ IaeMg L-N. L6aMp Lmdiq Imdv LdM ..sNa U.N. LO6dn0 tmdi#v ImamAer
Tubo Muhl0 ;�Y bg 8 aYyc�� �E5 .1: b b [f)11 � -1 _11 . s 1 i . Ill It1 _R1 1 1i � o
al. H1D 670 tion N6 1mA TSS smo fi0 /700 651 Iran 510 lT0.A H92 11.00 ss0 I. 1116 I. a l ImA 1210 Imo w 170 Nw Hao Us Imo 1T3s 170.0 821 161.6 Ite9 IrDA 521
40N 170.0 ma 170.0 $4 tm.a Bm 170.0 Se! vao 9Di 170.0 BJO 170.0 113) 170.0 511 Im.o tab 1".0 6" 170.0 1417 irao Mu lwA iw8 iTaO as 1127 twe Imo ata 10.1 1518 irao IN
5a625N 17a9 r4T Iran wl DDA eM tma AN ImA m46 1704 ew -a tract tram Tal Ima 1516 Imo - ISTD IW +mo Us 1342 1451 IraD Tw it9.1 1451 Imo 751 151.4 1451 Irmo rw K
N 1700 la Its. 512 In. 958 1700 MI 170.0 1178 Ins ]w vao las Hao 6W 1811 1H0 tm.a d]r t40.e 1170 170.0 BM H23 7010 170.0 MI tyle um Imo wt 91.7 ISm 1TOA wi so
wN 110.9 651 sm0 701 irao I- IM41 ra Isa.9 Its, 170.0 era 130.0 it. tm.4 9W in. 1381 1 .6 818 '112 it. 1= 612 927 11. 1410 516 70.4 11154 I44A 901 VA 11. 1441 M
MN vao mo 1mA 745 I.M.1 IMI 174 ew tH2 tM1 1e5,9 682 120.1 1.1 Ia. wa Oul 1061 1.023 w] se.1 1.1 Im.T mo w.l 1051 116.6 022 U's 7011 119.1 e21 51.0 fast 000 821 CL
wN im.1 ear 17.09 rep 139.0 857 MIA m I- em Hoa m0 tal4 .7 121A 777 OLS 857 I is" .7 as 517 w.Aj 769 "A an fmo 751 60.1 1 951 ,A; 740 622 070 a. 748 Z
mN 12x.7 851 In= 808 tm.3 ew 1102 w/ 91.6 6% 101.3 811 51.4 701 91.4 510 714 ew w.I 0W wA wl 70.0 047 au 051 )2.] 6W 40.0 514 wA 829 102 OOf 69.6 026
mN IMA 722 itL4 wo 912 722 812 8!e 782 732 AAS 606 614 Tl2 70.7 606 706 722 tai 510 64.7 732 016 051 484 722 SPA 6m 194 m mr 651 112 1a 68x w4 �� Z
3 7016 1012 651 TMA Ow wA 513 wA 651 723 BM 704 5n GAJ 851 TOA IN wx aM 01.8 aM .1 aM ml aw tl2 BM 51.3 ws 392 511 61.4 wT 31A 685 AT am
~ ry Q m
WN 634 ats 5149 406 6L8 ai5 ars 119 4741 018 71111 113 als N.T 111 18.6 sla 10.6 170 1},0 Ms a.4 4a aA Ma J},t 170 2rA all 304 470 me 613 20.1 /w x
wN Us 4. MA 404 413 163 4741 Ja 308 451 41.0 Us 330 45] MA 306 J0.2 431 M.0 370 21.2 451Sa4 374 VA 451 204 1M 104 169 a.3 510 11.0 451 229 3% � Ngn m O
108N 16.1 Me SDA Stl ilA 3. `A 310 a2 358 a., 313 218 m332 3M 212 .6 227 304 10.1 Ms 3aA SW "A 3. 18.0 al off ^
C
f11N Sit 370 Ste J00 UAi)6 30.1 Jot Zit SM 241 201 226 3)6 a2 as 11s 336 70.0 251 H.0 338 70,7 251 K X N txl2
imN aA 290 243 211 212 290 218 251 10.8 270 mA 259 11.4 280 -2 25) 15.1 270 114 219 Q N Q
144k 18.1 270 763 IM Z .(A ,^
TABLE BB ANCHOR CAPACT1YADJUSTMENTFORMULA!
Anch0rc6 6c1 Table Ib. ANCHOR CAP.,,,,,,_, so -.
S1M 2h be 3wCaa, Mdw9 WV FA.CMY PTWtm Mdd (DP,)X� )=ANCHORCAP,r
Anaav T7p6 wtr[J.Ulra. veftau4mc. Ytstha 311 qm VemO. tf•".NVa. 9YS3 FYo WrEba rrrlBHco wowed 012..0 .23.011 MULLION
Ancn0rC9p Pnlbm6 Ulra.. N8p'4ydv Vera. AMS m.scre.(m)oae.(o0 Su ps) USE THIS FORMULA TO OBTAIN THE'ANCHOR
aa2a73darce pn] I• 2-Ur
I. 2-tR Sils 1• z.ur V 1171 r S+Ir r 0448• oar o.D7r CAPACITY REQUIRED'CORRESPONDING TOAN
Hn4aa.i0.1 1174• ur f.U, 1.111• svr 1111• trtH• r fns• tsr caw ACTUAL PRESSURE REQUIREMENT FOR THE
2Melm 49Orr wan.tsNman or ow61cq 01917 aWm 951ffi 4870 etloffi tw4ffi nom 2Wm m To-I. mom w4m warn 1ws 44zffi rAffi OPENING,WHEN IT IS LOWER THAN THE MULLION
4AaV,dT,I YN O.0/9(aaPM Ctbd Cbe p9g 2) 4WW rmffi WA WA WA WA 3Wffi - MI WA WA 1 062. WIN 11Wffi CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arci.utBrMh O.C.rpl abAminCvys70tg SY m its rmffi 680 wi 15mffi 1m8m wows 6W Ira WA fiOIN 746ffi 8mm 980Em M2m ... 1-As MULLION.ITWiLL YIELDAMINLMUMANCHOR
1A1cmn Ds.tl•MIn O.C./UC1p.ISIo.f2r AMa 011.y WA WA WA NN NU HIA WA NIA WA WA WA WA WA WA Ia-ft CAPACITY WHICH MAY BE USED TO QUALIFY
tAfL.rI FCAp s) +Mm tMm zags 445ffi Gam 5170 iM3ffi Inm smm trams s3zm mm IT.- 33!ffi zwffi D
S
REVIE
ADDITIONAL ANCHOR OPTIONS FROM THE
E
2Arctan Qtlr Wa O.C7E&T 67 -515 SWffi NN WA WA NIA 1Mffi WA WA NN IYA WA Mtm 4/2ffi 510ffi ANCHORCAPACRYTABLE E
NOTFOR THE OFFSET CUP,USETHE SAME ANCHORPATFERN ANDANCHOR VALUES AS THE STANDARD CLIP. PRODUCT DUCT REVISED
?✓
iNmCode
FIGURE I: FIGURE2 F"1.250`^•H AcIN a mpl..Na 16-0
2
• TABLE NOTES: Ex inti.DOt6
* * f)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By
ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mivni 9 Poodud
t 111111//
FIGURE 3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ;t Ot4.(LYNN M/C(t�i
,4444.,
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS.SEE 3.188' ` �Z:'t)CEN3Lc'•. ���
CUPMUST SHEETS 21-23,HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICRONS
* I F
LIEU ED
SH OWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Z�• T`: Nu.58705 :.
IN PABtS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDL '0
FIGURE4: FIGURE 5: FIGURE 6; ,GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ARM C-90,WOOD SHALL --0 L'} p G� w
BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 055.ALUMINUM SHALL BE r 7ty
60613-T5AND BEA MINIMUM OF.12V THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.04STHICK
{18
GAUGE).STRUCNRALSTEEL 748E AT LEAST.I2S THtCKANOA3S.Atl f25'XJ/4-VFM MULLION) ON �i t;S•.,[GRID1;.i`�.;�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL {i-/11`VFMUU.KiHy
1110 61112 ANCHORS INTO WOOD MAY BE STEEL,IBB S.S.OR 410 S.S. A.7LN#YIL }t P.E.
FL P-E$58705
TABLE 9A
MUm9n Capacity Tkhm(IbMRTj I. H
Opanln➢Wldlh(/orXAlticaOy.ap9Mhp mllB9mj or Op6nln0 Holaht(bthDlWnMye9amina mIAlor.J M�e
As. MI6 mN ran f Ms, wnM1 uah iwN oath
W[IlnpNr TAlerli y Rs1.npWr L._. tTrIpTMw. R.pI4vyW TwI.-.piMrq. peclvpl.[ Tndell, LcA-`b 91YM9 ImllnplW Tnpl6up, P�IWptler TnpTMn0. WOMnpWr Tnpl,Lnp. Rtle,prVr Tn p
1.115; -ftdi,p 0tdry t[adm4 mwv _d,. L.xdM taiQOp tw4lry iaGq to.6Bq tc.ftp LOId'M Rteadn0 r tnenq �
k.1000
em
A.1]h IrOD 610 no.. iia two
111 lou A. 110.0 6M ROA 308 vo.O 901 "eal 519 1,be Alta it.. M1 ".3 1, 110.0 All fn.J Ilfe no.4 ell Im6 "'a tre.0 stl 9s.s 1119 170.0 621 O I-+
tlh 3ND 108 iwD 6tf imA 850 ROA AW -J, 976 1tOD 850 i{4) Btb im4 Mf t3Q1 Ste 110.0 6n if}.} BM 4m0 6w 81.8 all8 Imo bM 8]A 9M im0 6ki t3a n8 N¢0 860 _J IB1Jl
648$$4 lro.0 "1 1101 M2 1140 em no.. MI 150.) 931 1m.0 Qat ll,' 9n tabs Tm 1,e all 150.1 6n Iola Bn 166.] A. a1.0 nr 154J Bas J31 en _A aM 849 air 154] eaa a, N
.h Amo tat tma Air Iue a9 n6A 6a1 fuA Ms 1621 mr HQe ant -6 eM - M4 n1.0 cab An., M4 fine am n5 e69 nae a5z M3 ebe uu en a}-a MB RQe mo s
113.5 ib lata M4 "..l iw wal sob just,I Ttl 111.0 BOe As.1 JIe 1 totA I son 1a.8 Iw 101.0 wl TIA Ttl M,e an M,} Tts pil bn Q11 ttl n.3 6M 1. 148 M1 dM UU
{ Mn 121.1 en PA,.I 610 to>I air 111] a% .11 en l lace Q55 111 .7 91.1 so, 6}) 64} yp BI.9 a}r 81.0 an .1.1 6R n.0 !3B U.t en 1Dl 6 Oal art ]QT Slp � (� � •-1
9 Mh 101.1 811 i11.5 ew 80.1 sii A. 619 iD.9 6i) 84] 609 8Jd 611 m.a dm 54.8 9f} 130 wi Md 814 60.4 4D9 148 sn 8i.i ill 38f 011 Bf.T 402 Ole to
06r 611 481 rG Q. _
ah M.0[21.
OJ., 1W s31 618 111 110 w.2 6te 85.2 1]2 61.6 ala MA 123 It, $19 641 ilp 11.1 616 w.T XII mo els 10.6 106 n.B 318 il0106 x10 b11 140 1% Z N iT0.b TLT 1t 341 w! D26 JM one Mt di,9 Sw 14.1 ws 191 1G ]B.2 185 110 118 153 iM 122 !t{ 10.1 183 36} Mr 132 IM H3 ]si 230 IM ]62 >W E}1N 65.2 Me 007 NS 411 81.} alp 10.6 141 60.0 Yx 446 441 43.1 lea M1 441 441 m0 116 111 391 3M Ill 111 Hp m9 a3 NI SAA me m. 411 lL,58 tp! .4 131 314 264 SOd Tat SS.3 2462 248 2N nA AZ ool St4 211 332 211 iJi ti) 331 2l3 - 163 312 19e 242 11] 5If ILI ta0 r]e.1 Ldp 231 n1 b1 29 2a.o 291 ]l1 at 2LB 201 R6 318 10.1 381 513 WI il3 al RS 211 141 211 li.t J2s 15b 291 116 a Q talkTI.tm110 Tl0 i4a Y01 A6.; 210 tfl3 404 Z
it
4 TAA 211 fp} 180 TIB IBA IW 141 n1 141 101 11.1 210 149 IM NaST.O 182 tm 14! f6J t53 161 ALI
N Rh a
Q C4 ¢ O O
TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Zm`O O
AnettotCa 1 Table a -
simwrc: Va Cacrcla a3a�[. 1lmw nbU Flab WU PT- i Nala (DP-)X
Y7tC'Qw afu2atcrmr U{r'6ka U180a45 6u110 Eka
A9onGil9r UmQem enek<I enema MOHOONRAPP,f,
`:ANCHOR CAP
.
.
CaxanGm rnw mP88E10 8f091M
Atp ` e[AtcaJ sascrccj USETHIS FORMULATOOBTAN THE-ANCHOR
2.1? 2r 3.1(• btlur CAPACITY REQUIREDCORRESPONDING MAN
Anchor Patterns
�_ba_
l-fl1 1-114' 1-V4' Y Late' tie' +ghA ACTUAL PRESSURE REQUIREMENT FOR THE
3AicOvlwl.i5'Mh 0.4.ISisMntl o[a6M OpaFip,Ij 3wm ]pOm INim 9&Om t81fm SlOm Twm ]51161 Ti01t LTim amen Weft u1so M2m 58Om OPENING,WHEN IT IS LOWER THAN THE MULLION
A-G 1.11 O.0 lel.rbtl W oesen SlW(Flp.2; IM. 7.W WA KA NA
WA was. WA WA WA WA WA M2 am 6431m ttwm CAPACITY(FROM THE TABLE)OF THE SELECT®
IAtK6m t4YMttn.QJ52J 2.5Na1.02PTt tP41f rwm 7wm lce6m f469m team !wm sWm WA room J11It eeom Iffi2m Mtm aastt nzom MULLION.ITWILLYIELDAMINIMDMANCHOR
3Amewa 4➢o3X'Ma O.F ILLL p,hN.tOO'Aam.(Fl0.f5 WA W0. WA WA NIA WA WA WT wA WA WA WA WA WA 9.Vm CgpACR'f WHICH MAY BE USED TO QUALIFY
SAmurJ Fnip bk 1B3m 1Mm mm Its1t earn nam to. nrlm u9im leim tum 411 as its am aIle. 266m ADDITIONAL ANCHOR OPTIONS FROM THE
2Arkia. v1rliX nJUFOp .aT W6m 11'Dm WA BrA wa WA team WA WA WA WA wA swim 14zm seom ANCHOR CAPACITY TABLE. PAt3DUCT REVtSSD
4Ampi)ial wllh the Florid.
FIGURE 1: Fl2 GUREpnc« Hw[�r.'oS6-rnab.o3
TABLE NOTES: 7250' uvualfun Oaia 204
• • • •
• • 1}SEESHEETDING. FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR(NFORMATKJN S110-11111"ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI O.d9p dlcl
2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDPOR OPENING WIDTHS IS ALLOWABLE. 1 1 I I 1
FIGURES: \� yY tYNdT rsJ rr,
�,G 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3250' :i`O'',1GENSg•![�P�%
CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED'INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS v�:'
• • • • BE USED SHO WN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t;: No•507D5
IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOW AND -
FIGURE4'. FIGURES: FIGURE& CONFORM TO ASTM C9D.WOOD SHALL • �"--
GRWT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL 100• �
='V'•
BE PRESSURE-TREATED YELLOW SOUTHERN PINE W2T}IAN SG OFD.55.ALUMINUM SHALLSE
• • 606345 AND BEA MINIMUM OFAQWTHICK.STEEL STUDS TO BE A MINIMUM GRADE33AND SAtL T+T
.045'THICK(16 GAUGE.STRUCTURAL STEEL TO BE AT LFAST,125'THICK AND A36,ALL
EA9A "t� '••FCORN?••'.fp`��
• ANCHORS INTO METALSHALL EXTEND ATIST 3 SCREWTHREADS BEYOND THEMATERIAL tX33Y00'
X.t 'ter(`S •.....'.�Y�-Ss`
pA0 8 7112 ANCHORS INTO WOOD MAY BE STEEL,.I"S.S.OR 410 S.S. QILRIL(Hi LkNNMj tON
• A ILLEFi,P.E.
FL P.E.#58705
'v
TABLEIOA
MuOi.n DepaCityTehle Odedti)
Opening Wdth Isawrfft efFspem+lbrs)vrOpanmP Nefoht(ha[Mlizcrtait}speemC No=) k�a+
wN 601n 70F BOF WF 100E 1wN HOF Ito% ��•{;
Reciaytir T'Wnw P. Ree1A9P/r+ 7n,m, R+tlrpdae Tn dse. isnI.-bt TI*Td,ng C--., TrNv4,imp R.atlydx T
1]d a J$d DRnPt7f np. SUCrR+++• TnP'Ld1nP R-t=q&' imlTtiwn& ;so'"J nap'i g
e.174 LaENP L-C. Wft l9Wnp WiTN L..&V LU&. L-ne -ft Wa. L-C,g I N U'.v L..&O 10189N t6aR.P L.adn9 W10iq Y
Tub
Mu1nvB s U� s a s �e @ o ?� E Al � s2 a Fg E � & �'e
sa �a sa sa to fa f� as �s sa X63 fee fa sa �d a= � sa sa :6 a � as = Ea € �a > �a zq r
12N -.19w t70A a15 tm. m1 INC 478 lro.a 660 im. wa 1700 9$ n44 6U n4. Im tuts BH in.0 tato no. $i I7a0 119 ITA. $1 INA .5 +m0 $+ INA 19l fiDD RI zi s�
lel. nos mt 1m.0 04 tI2.0 90 1m.0 set I70A H2 n➢.e es. itaa lot fm.. Us 1'. 1$5 17a0 6A INA 1nr Iia. WI 1T0A 11w in. . is 1 His Doo WO I.. Ere tm.t 910 J
/abEN Na. ID trop 661 1.0 as 1- Alt -4 IN, fla. 9/ ime tui "A }5 nae ,%s f7Aa 7.1 into 11% mo T9 D.A IT$ trop ?a ISts HIT nae T5. V`.s Ilir 'MA T% �
%In ImA ml 1mA 6$ Im.O %6 I1a0 691 1w.. 1111 11... UI lit. 12A im m n0.0 ILII i70A In 1m.0 is% il.D /9 iW tm5 Im. 91 tN.l In$ im 061 In, 1169 VA* Wi m O )q••
91n Ima U5 n0A mi n.. tow INA Ut inh 1N. IN.0 Bl/ Ito. 14+7 VOA 9l4 ml 1511 INA 9% fmc ISI, 110.0 IPU 110.1 1511 1T..o 109 1016 1311 1w0 1.9 90.6 1511 t10A 1061 N
5 91. 11.0 so "An }IB in. l,to INA to 1- V01 Im. %. 166.6 Ina MA tots I. "m la on 113] Dw INA INC 1NA UT. 1619 um 9E we 1353 t.m 1. IAO 160) 1500 � a a
Q 663, INA $1 1t... 1a9 'm 1169!11A
50 153.6 n/6 1}..1 IDN INC LMB INA 1013 VIA 1216 ICYJ t.00 101.9 1310 1190 99 .0 1211 tial 9m AE IN9 150 n6 6a1 12" 1mD HS 7
S mtn 1$E 1N9 Im.O em iH.9 1019 6$ 119.0 idi tlt.i BM toi9 t0A9 lu.t 160 9]3 iN! lfg.} 01b tl.9 tN9 tOtJ 0I9 619 to19 %.] 835 d4.9 1010 9IS $0 Si0 iN9 9Lt $0 Z
o min I12i %1 %9.I 1$ 1149 %t 9% lotA %+ 111] m1 O91 %i INC Tn 79.3 %1 91.T TW 1Ll %1 9.5 m} 6" NI A.t TN U.0 %1 }lA U) 11.6 %1 mA lm 31 1 Z
2 m1. 112. 091 tAA Tw 110A us UT %3 - 1.24 r53 02.3 6% Is.$ T1. Me m "A TU 660 6% m3 $t 55.0 s% U.} Tp7 'm E% 0.0 rot 411 091 W.1 we
9F 63.9 fill 9.1 6% 11.6 6if SU BIA HI 65.1 s13 s.T 671 9.2 S% 1}.T 611 9A !W 11.0 Df 121 651 ]90 67I l).1 6$ U.} 91 ]9i 511 59 611 li! 98 m Q N b
%tn mA 590 TI.e 51I 640 69v Sit WF w0 SSA 609 443 Sw 4T.5 93 J9.J SSO a7A 4% JS.4 690 ]15 4m Ss 641 3t} 4n a. 190 H5 164 mi 90 29.6 49 x!Z191. 19.] 166 50.1 $1 Its 166 4H H.1 4. ]T.1 1.0 31.1 /W H,9 101 21.6 156 5} ]91 21.3 /W 27.1 391 51 /9 U.5 - ITE lW UD 315 15.6 4m 19.6 ]t0nlitt to 45! lit 46J 1w 101 Mi 3U uz Wi 34.1 I5} 245 lit ]a2 ]E2 144 Sit HI H6 229 Ni 149 1m u.i Nt 2I5 3w ICA it! 19.1 356 ti! Mt Sit SSt in1MIn I6] 1m 11! ]I/ 303 A0 1m $.l 1m In? eH 2.1 Ae 213 A6 141 ]IB 19.5 $I %1 3m 16.} ]11 0- K 239 iSD 2$ 113
0 q
TABLE 108 An.harCepacIP/Tehla(Wa) ANCHOR CAPACtTYADJUSTMENT FORMULA:
sm.uac za I)inc- 09- I Pn.00VU aTwa.a MNN (.p)X(ANCHOR AP_m)-ANCHORCAP.-
At6iurTtpe yr9 Bw unam vslxvgmta, 91e Ota 919 Eit.Ulrsm vs-Inneca1 WSS Ffc Cn9gv yr 39 Hro ft09� CNSId !$SiWI MULLION l
AncharCOp PlRemt Ilkxm ApP[A9N U- Aatt)d.6-C.)U-I0!) Sun ld7
USE THIS FORMULA TO OBTAIN THE ANCHOR
112
Dsta7ceI• 2.uz sfl9 1• 2vz r x112 2' al? 2 ex• osr .9xr CAPACi7Y REQUIRED'CORRESPONDWO TO AN
manent ry ia's I., tan• fes 1.v1• f-vs i-vs 1-vr snx• 1.vs 2 1- tare taica ACTUAL PRESSURE REQUIREMENT FOR THE
2An[Mn®uT nOC.3Saroa0 aomnclp lnP ft Sw. ]wee As.m M. 1641ee M. 2wla J61m man ]i4m W4m %sm 341. 4Q. ewm OPENING,WHEN IT IS LOWER THAN THE MULLION
4AeeMYWi.15'4M OLi6tei99 Saa0MSCMp1g 2T 1wm 7wffi NIA WA Nei WA Ue Pe WA i0A WA WA WA 50x. BeS. ffw. CAPACITY(FROM THE TABLE)OF THE SELECTED
+Ammo a TN11.OL160 a6Arye Csp9/ $ m ICA. Worn Ito m team aa0. SW le WA mol. 7/Bm 0810.0 tear W. aOfIIe ttw. MULLION.IT WILL YIELD A MINIMUMANCHOR
]Artral®o.61•MYL O.G/UC6p,Nb.tOTMm.pIA 42 NU WA NU NIA NU NN WA "th WA NIA WA WA NIA WA (dOm CAPACITY WHICH MAY BE USED TO QUALIFY
tArrtari FC62¢lg aT Ns. 1w. 225. u5. w. min u5. 1Am AotW tH. 5s. mm it.. 221. 28.m ADDITIONAL ANCHOROPTIONS FROM THE
2Anwn 1.19 Wn O.C/PC 062 2pm 350m WA WA WA WA twee NU WA NIA WA W]. w1. 442m tml. ANCHORCAPACTTYTABLE. ^ROBUCT)LBYISFD
.mpt]fod with Iha FIutA
FIGURE I: FIGURE2. A.�,xVi�mW SG'42tQib
TABLE NOTES: -1.250'-
1
1.250' Ex nllon Due 2Q,pZ(
s s •
ON LOADEETING.
EE SHEEINSTRUCTIONSS2.4RG N USINGENERAL
I THE STALLA ION METHODS,ND 25 FOR INFORMATION BY
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS Mmm D,de!
Still 11/}�.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,�� ��'L••••h{/T ��
FIGURE 3: ����•• ENS C�.
ANGLE 3)MULLt0
N AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DiMENSIONSSEE 3.25D' . 4� 4i •'�/�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 701
s If
BE USED SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED•APPROXIMATE HOLE LOCATIONS N'.W"far,
IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS HOLLOWAND �• ti IY,=
GROUT.FILLED CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL -O'• �',(/ O ,6 1 7L/�
FIGURE d: FIGURE S: FIGURE B: BE PRESSURE•TREATED YELLOWSOUTERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 4• U dTt T` `�U=
0063-TS AND BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GWE33 AND FLORIOP Cy'�
D4S THICK(18 GAUGE,STRUCTURAL STEEL TO BEAT LEAST A2S THCKANDA30.ALL '�'eSo Cti
ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -lssx3.zsxsz4• `'..;;tUFVR{'NNI.'.ly_o
a #108012 ANCHORS INTO WOOD MAY BE STEEL,CBE S.S.OR 410 S.S. MULUON ALIf.OL4. P.E.
FL P.EX 58705
TABLE IIA
Mullion dpecHy Tehle Qh/DP)
Openlnp Wd91(for wAlcalysp9lWnpmWam)orOpenfny Helphe(I rhod2orlelYspendrD pN9om) Qyv'
SOF 601. low mF WF IOOF INF HOF
A•cl.N" TrepTleiq. ReurmllBr Tnp)r0erd. No... Ta I", Rvrlm2Aa Taprrev . AeaeryiJn Tep/fAep. RemryYa Tlepa'tn Peaeryula TnpRNnp. Pw•nplu ThpTAenp. B.canpWr mepmbA. p
1.25 IT LaedF9 bNFp laeGp brtr19 l0ee:q beWq beGnp Lu1ng la0np bvOnp l.•Anp Lmdlp bv6,p LOrenp l9eSFp .vSy lOeOnp l.tlFp g.T(
a.ex9
Alum.' b/6 E t 6_ 8 'Fu--'� E a '6.. b 'E S 9_ H H 9 E.,J •�.- ^' '�.. J 'S.-.2 5 .0 .E 3-. 9..
Mumon E IIS, 55�5.
5A rS s. 5 �5 5 53 �2 arE 5� 5 5 5� ,� 3 i5S 6 �3 1� 5' i 55 0i P12 tlJ Adm W
Fa :€ Eat isg fa s��a fa ag 8a@ 8a ig Fa 3� fa >:.6 Ea s' 8a 0
Ul. 110.0 6m RDD US II00 111 Do.0 v. VOD 060 'Too see IND In 1]0.0 61! 110.0 1110 1N1 In IIOD RIO troo VI 110.0 1101 110.0 631 tru m3 110.0 531 lino 190] 110.0 WI
1816 I10.D im 110- 5N INA 050 Doo IN RD.. 993 tree 610 1)0.9 1W 110.0 661 IND V15 1100 or 170. 1117 free 6m 1R0 Rm 1]0.0 IN VOD 1901 1100 610 IRO TNI ROD fm J W
60AaF Ileo T. INA SW 1"A X36 t100 611 110.0 16th 1]00 NI voo 1195 1N.0 - Hoo 1115 IMO 7U 1101 1191 floe I. 1me VW 1'0.0 156 111.0 3m3 1N0 156 110.0 2791 110.0 150 � �� N
Wln 110.0 791 1N1 611 INA 956 ROD 691 De. I'll 1100 ]51 Doe VIS In. m] noo till 1Ro 0)I INA 1591 1111.0 W R0.D 191] 1111 161 110.0 ON 1100 Mt 160.2 213 110.0 UI W CT IO"
m
6016 IN.O 015 ROD NI 1160 106] IN.. 191 ITO. 1T'. II00 110 110- 1111 IN.9 916 RO➢ 1591 IN.O !X TT" I' 1140 1W] t.. .3105 ITT.. 1061 11BA La: 1]01 tOW IA.I OUT R0- I-
Wln ileo ne IN.O 116 Me 1116 110. SW IN. IID, 110.0 910 11G- 113 170.0 1015 Du 1113 1'0.0 IOU 'To. 1059 'Too Lin 1569 NW 110.0 11% 016 1060 IND IITI IV.T 1060 Ileo till W
%In 110.0 9I/ 110.0 109 1]60 1169 1]0.9 9W V0.0 061 ROD I= 110.0 1%0 ROD 1016 Do. RW 1101 11% IN.O 1910 It. IT10 1U0 Use 1100 11. 1126 1%0 - VK Iola 1969 V0.. Im 7 N i a'•
g Nln INA 100 Ito. 0n no Ills RO.D I.
Ileo IIW 110.0 tlTe DO. 113 IND - NA Int IND 615 VI.T I- ne 1%6 ia.z 1']I i5i9 1]61 .1 m/ 1561 1]9 W IN 15o.T i]V �
3 1616 iN.1 11L 1N.0 W] 110.0 1]16 I1D.D 1080 1600 1556 110.0 iNB IIIA T. I%3 V05 lltt 1%6 151.5 V% 11]9 1556 HI2 I31 Wl 16% IRI V39 YI 1%l 121] V19 Il) 1%6 1312 1]16 J �a Z
Ti-
I. R0.0 1161 INA %l IND till 1]00 1111 1%.9 Im 169] 1N6 IUA till 152.0 V31 1212 1171 T. Vm 103.1 tIT/ V9.6 1111 10.1 14" 1169 110 11.9 1111 1100 1151 663 1111 132 1151 Q ,Q
%fn 1120 1110 116.5 9% 110A 1110 V]2 93 10(A 1110 13.9 951 ml 1110 9U 976 18.9 1110 01.5 911 11.0 1110 Lo BID 693 1110 1V 31 3.7 1110 656 010 111 1110 3.t 30 Q zzp
1616 111.9 ➢15 Ill IV 91.6 915 101.5 0% W.6 975 IBJ N2 I]2 975 10.5 939 61.0 915 112 all m5 915 %A W1 11.6 915 Ill 119 AIA 915 OD IN %6 910 19A I6i F xYZ m}O
IWF 032 ill M.0 6% 111 nt N2 6% %3 ?It 61.] fill 61.1 lJi 6/.] 651 AST RI 190 6% 11.1 PI 11.9 611 ]l2 n ]41 6V W.1 ]ll ]SO 621 R1 711 22.1 6V
I1t in ]5.1 TOO 711 661 81.1 ']0 65.0 6W 6/.f n0 562 610 Ii.] 130 11.9 Wl AL1 n0 ISO 6W ]i.9 110 It.l 611 ]tA 7m ]Sb %0 21.0 TN ]49 %9 11.1 Tm H.5 Ut W ol o
VOIn 59.9 BH 611 5% 11.8 631 61.2 660 InB 6N 11.1 652 ]T.5 021 ]9.2 6M ]].] 631 ]i) 5!1 ]n0 621 ]23 WI 35.0 6N 1t.T 619 ]I./ W 31.6 53 11.1 6Y V.l 501 x y N
N
RlF H.] 1]] ]5.1 13 31.9 A]] nA ]% R1.8 IW 35.1 ]90 31.1 IW WA ]% 192 U3 N➢ 3BI fie] Ul 112 116 () Q Q O
d ' Z N
TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: &d' K
Anchor C...dW Table(Ib/) ANCHOR CAP.,e,„v
e.mpea 2R mama nm Cart. N010/WU FIDOOCYU PI Wam Yea (OPq]X( )=ANCHORCAP.„
d16`Dc0 Y/•89 Ek dIS EYO yrND<0/ta SrD /1291¢1MUWON CAP.,e„•v
MehorcBD P/Imm1 A^ma T>% 9'I6•el0 waem yr bleouerum vyxm 9'te0ep U6]am yr F20IID'aDm Appaoaer udmm Apgwla s1re/(m)9r]v(057 s TVI) USE THIS FORMULA TO OBTAIN THE'ANCHOR
FaFnvace 7 t• z-vr I• x-1Yl slm• r z-vz r z-vz r stra r ff
cmr CAPACITY REOUIREO'CORRESPONDING TO AN
. wr tar tar tar z 1-vr I-vrI-vrt•vr1ACTUAL PRESSURE REQUIREMFM FOR THE
3An61pn®uaoa: 11 em amm Amm mom I-oom 45Im Tlolmm s6om OPENING,WHEN RIB LOWERTHAN 7HEMLIWON
Aaza Ltd uF O.c IstemE(aoOegOp 019ammTmm xu WA xv. ru9 Dmm WA IUA NIA WA xu, sm I'm. CAPACITY(FROM THE TABLE)OFTHE SELECTED
O.Fl(II25 AROemp1 DID$ ]mm Tmm mom t5mm temm SlOm 6mm wA lmm 740m eeom te9em Wm Ilmm MULLION.RWILL YIELD AMINIMUMANCHOR
13 HIAWA NIA xM WA HU WA NIA WA WA WA WA WA V6]b GAPACRY WHICH MAY BE UBEO TO OUAIIFY
A5J I%m tmm tam USm ezzm t]sm Woo mm nom t8im 4Vm mm 196 zmm ADDITIONAL ANCHOR OPTIONS FROM THE
za9ron®tts wrto.cTFL1m 6T zlom 99)m wA WA Iw xrA xu wAWAWAVm YD 9a ANCHOR CAPACITY TABLE
TROD=REVISED
cdnplyin6 xidl ne F1miy
1.260' D.ileins(b9e
FlGURE2 Cxm"0{G•dLf$.202)
FIGURE 1: TABLE NOTE: Pl
• 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
D
ON LOADING.BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI DDdePmdmt
Stl 111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE3: ��. ,........,CFS�.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT OIMENSIONS,BEE 3.84' `a�,.•'1-tGI:NSt
ANG SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELDFOLLOWING DIMENSIONALR6TRICTIONS
EU EDBT SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS //��Nn.56705
IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS HOLLOW AND (i1-N .'
FIGURE 4: FIGURES. FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL --�` ( �'6 TUB
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624. �j��•., bf �U�
• 6063-TSANDBEAMINIMUM OF.100•THICK.STEE1.3-S TO BEA MINIMUM GRADE03 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK �- TC.,F-(pµt176`.•'�('j``
A36.ALL
0108012 INTO METALHALL D EXTEND LEEL.18-S.S, R4LEAD BEYOND THE MATERIAL 15`LVI.Ml-1FR,P.
8109W12 ANCHORS INTO WOOD MAY BESTEEL.IBA S.S.OR410SS. 125•X0.91•Xb34' A.LLP.E. 5870 P.E
� MuutoN FL P.E.p 56705
TABLE12A _
MullIon Capachy Table 9TR • 2iN
0pONR9 Wtdrh(TorvellicaepapRuamtrgmUlDm)orOFeninB 41171841{iDrhorlralnGpspaMro mlIIlDra) 9b4[N
MN MN 70N 0041 Pot. Imh 129h 140% 570117
As1aN9a 7-plle . TYOL - InPTBI4ng n a i. Tfy/Blerg. RxYnp1Y 7hymvµ Re9tmp0r TnM+i6W /NN4.4.9,1 INpmlup. -.p4u T+7'alm0. WN•WY Tn9m1EIP IkCYM1Y T�Mr1tln9. $4
2x,I,%ba I°+anp ln,diq twdrq LYM.p b,d�y tAedrY IAYsnO LOmrm tm&B tAed,g tmdnq LO,dbp ]A]Qy tmdny Lmdiq Lwdn9 Ioah+g t9m�Y Y
IT
z nm m
41h nao em 170.0 Ms lro.o TH eao 470 tTaD ea nao We +m.p 2391. 1m.D 709 na.o 11723 Iro.p 11 Im.o Ix4o Iro.o Mi np.o 401 I7oA 5291 Im.o ms Im.o $zl tro.o 190 HOA at
Hh ITOA 770 MIT We 1704 490 imo ON 1700 992 INA 8)0 imo itxi 1760 at 11" Sae StOA W7 imo 1417 imo sm Me ON 110.0 deo Sm0 1- 170.0 as 1709 2261 Imo all J W
mw,l IT... 717 nao so lite as me at Imo Site 1 291 - lies nao In IT0.0 1119 1740 717 nap 1404 Me 7. imD Ila !?OA Ise ITao 2702 tm.0 Tee 110.0 2391 InA lO
NF Iroo 797 f7nO 811 ira4 9239 iro.0 def iraO 1118 St0.0 7N 1704 1270 1709 640 nao 1411 mo WT 17230 feat 1700 23'1 170.0 1413 NdA Mi 1744 2311 Imo as in. 2541 imo 991
D, a
WN 170.0 ea IaA ml Im.0 1DW 170.0 19 1?" 1241 ITOA We U04 1417 1m.o 94 170.0 1591 Hall 970 ITOO ini 170.0 1011 IT4D 21x9 170.0 IOW 1700 2470 170A IOW Me x230 170.0 170] co OJ m N
O
W N imo ea 170.0 TO 1704 1118 t%0 850 tm.D 1323 tTOA Bio 170.0 1129 5700 tate HOA 7911 ITo4 M1Wd iTOA taB 4Ja9 1123 imo 2311 1794 1123 180.1 2'�3 170.9 tilt nb.9 1fi0 110.0 H7i J
eeh ITOW ON Imo TOO 170.0 1189 Ila. 970 Ila, 13M 170.0 IOU 1704 ISO Ila. IM 170.0 17MM 170,0 11% 170.0 IWO 170.0 1210 410.0 23]0 170A 1276 161.9 2O7 170.0 1229 IS2B x407 IT0.0 1208 �
MIO 170.0 fm] 174.0 We 570.0 tRb iTOA IDa imo 1129 iT0.o 7520 imo 1700 170.0 fab nao 1913 ImA 1- 1719 2126 170.0 OaT 1454 2/41 5709 nee IN,$ 29 4 INI 1579 tm2 NH 1740 IWO Z N
7017 iTOA 1123 nao 407 Im.0 1400 170.0 1023 Imo lam 170,0 1229 1ro.0 1701 170.0 I= IMI INA IroA 1411 148.0 IWO ITao 1505 Me 19M WIA 160 1.1 IM INA Ia5 049 HOT 15x7 l5i � d� �
5 Tim Ila0 iml lm6 mT Imo tOi imo 1550 I7ao Ion imo i2M fmo !N2 Into tug lar Sat INA 1474 131.4 IMI tat 1600 4141 tai 147,1 IM 02 SMS INA 1123 2338 tat 117.0 Ia 4 ¢ ITT
MN 170.0 1]70 17.111#4 1+9.1 1398 1560 1219 127.6 1390 IMA 1198 5114 in.1 121.] 1119 0.4 I30 ". it. a.3 I 1198 f01.tl 1141 743 ine ad 1123 ale 1700 8x7 itm MA 130 T&A 100 ~ J Q p] O
Oh 1414 tag ntA 4a6 122.9 I= IVA Im 506.] 1229 1H2 tat a f2ID 969 IDH sto I= 23.8 1019 R.T tag 0x4 mtO 6SA 1229 722 90 627 1238 Me 9R 40.1 7223 82,1 231 F �eZ
taN 1704 9+ IWA 723.0 91 aA 661 71.0 p41 R2 BIB H.T 91 a.l en 61.8 Bit etA 236 01.8 971 546 816 4].1 971 aA 798 231.0 WI 41.0 723 321 407 40.8 RI N t0R �St'
1ttY 914 914 93 bit 70.8 ei9 818 et9 641 919 704 MO a 919 829 794 d3A 816 0.J 794 •xT 619 61.0 R4 147 95B Hd 708 N.i Bi9 Sat 747 P98 IIi9 37.1 711 W
X
HON 76.3 723 ma TIB 81.9 723 .6 TO 814 769 69.0 295 172 123 194 60 IIA Ta HA 041 3T.T Ta 441 860 ]I.D 723 314 640 23.0 708 3L0 am TSB 741 244 MI ex N
iHN 437 Sa 412 6N 30.4 Ne 37.0 496 113 6423 SfA 491 233 645 292 423 N3 616 263 iT9 N3 848 0.A 474 192 419 tOb 441 I6.0 LN 173 4g i3T 239 163 441 Q N Q O 0
TABLE I2BANCHOR CAPACITY ADJUSTMENT FORMULA: (L Z ,w
A-b-Cepodly Table 0b•) a b^'
9a0elrele -lTAYme 3-0701. R-- F9aveMU PrWam Ndn (DP-)X JANCNOR ANCHORCAP._
Archuryp4 YtP6co1.9ta-m YPD[OU1:etM 6-11. aillf-1 u. YiBcOUameal W'9d rbo SIP FJco 4t'eem.waslaf mmol •I2518tl MULLION CAP.,e,�,
AneharCSp P4tbm• 0Au. Affoomr vm6ime AB3.690r 9pNY{98}8230.(237) Berm USE THIS FORMULA TO OBTAIN THEANCHOR
FAm DYYm OST t' x-1Tz I• zvz avP r 2•vz r 2-vz z sus• Z` 4.0• nu OAR CAPACITY REQUIRED•CORRESPONDING TO AN
&akVDed tr4• 1231• Iw4• Ire z wr• wr I... +-ur 1.117• fart z 23239• lar •1710] ACTUAL PRESSURE REQUIREMENT FOR THE
2Po%Ma®4]P WM1 O.G/51•Yaar00ve1 CTp(Rg 1232} 966. Sam l'AM WO IN 1641. 9070 tam 3231. Tat. 9470 Oi. .6. NSA {4170 OVOPENWG,WHEN IT IS LOWER THAN THE MULLION
4ArtM4]@20•YN O.GI81•tlu0(rtlBN)pP 016$ 740. 7Um Wpbs Ham 1231. 1YA Sam WA as. NTA Ram WA atm Ones Hm. CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arzh0lelli•1eb CCTStm¢uC ra2n)cTp0Tg4 TOO. 723. 1234670 WA tat . !UA T990e NA WA fat fOa. 192370 1640. MULUON.RWILL YIETJ)AMINIMUM ANCHOR
4axron®zoo-,0.C.T 26AmYCe9sl tR0.6T
M. 1 res. Ha. /91170 • Gam ruA Tit. m Ra
10. BmOm Lam232. m times CAPACITY WHICH MAY BE USED TO QUALIFY
6At41Ao Daun O,C.10.5 AM.."101%67 tlro. IT.. tomb, 2)40. 2841. .1 mole, WA tlnm 1123ft nail, a+mm loam. Ilam 16Wm ADDITIONAL ANCHOR OPTIONS FROM THE
0MTprM fAt'YN¢CtULp.N'9.n5'Amt(Fgn I]A WA NIA WA T. WA WA HA WA HA WA 'A ]YA WA ANCHOR CAPACITY TABLE
6470700®O.N'Yh o.C1Ur2A NN.1'A1art 0160.7 NA WA WA WA NTA NA WA TW WA WA WA WA HA WA N m PRODUCTREVISEO
x�ntY»fp1. OG1FCp 0. Omit Omm 055. THes 71770 NA teres 140 310170 NIA HOm WA Nim 4418 K4m mmplyin8MN Y1o4Tpim
3AtsPen tTt'Yh PC7Pti4 167 40. mas 6mm OTS. NA hA mu !UA mu. "A WA WA 61170 66ies NO. (9.:ildiNe Code t�Kyyy$.n3
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP. 4.230[2370 NO
CIRCLED VALUES ARE USED IN THE EXAMPLE0N SHEET24. drP'�' �° CD4}
FIGURE I: FIGURE2 FIGURE& FIGURE4:� 2000, DY• • • • TABLE NOTES: Mina Dade MadmlCm '
tis 111111/177
• G94EAL INSI FOR TLLAIONMETTI0NS ONUSWGTHE TABLES ANO SHEET 25 FOR INFORMATION ON L0AOWG.SEE SHEETS 2-d FOR
• • • • GENERAI.INSTALLATION41ETHODS `�;t\ni�.•EN r•M7YCF.�i
FIGURE
S, FIGURES: f
FIGURE3F B
2)LINEARIMERPOUITION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. _ r •'•,;'I
• • t • ♦ 4.000' ='+� 1,10`3705
3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR FXACT DIMENSIONS,SEES}{EETS2123.HOLES TO DE DRILLED W r�
• �� THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 641040-ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE .25D' Lt' T�-
• LOCATIONS. U t $
PIGURE7: FIGURE&FIGURER. nGUREIO: HOLLOW
S TEO� yJ`
• • ANG{ECLIP 4)SUBSHALL CO FORMTO STM OM WOOD
TO BE RESSU E-TREATE O�WANDUTHER PINE CONCRETE BLOCK I,IMT '•;AL0R1t?P.y���
'III}4II[Jiy}}i MUS(FIGT BE
E us ALUMINUM S CONFORMTO OM0AW00D SttALLBEPRESSU STEEL STUDS TO OW MINIMUM GRADE ITHANSWTG OF ICK
IM-1
MUST REUSED ALUMINUM SHALL BE @063-TS AND BEA MWIMUM5"THIC TNDA38.ALL
LANCHOR0 SEA METALSHRADE33OATLEST3SC18 2'X4'X.25'MULt10N 111 7��1`
IN PAIRS. GAUGE}.STRUCTURALSTEELTO SEAT LEA5T.CITOR IN AND a0 ALL 8 ANCHORS II"S.S. R410S-EMEND AT LEAST 35CREW Tr T 1111
THREADS BEYOND THE MATERIAL.470SBt2 ANCHORS INT0 W0W MAY SE STE 11SB SS.0R 4/tl SS. A.LY7+IP.El 5=P.E.
FI.P.E.tl 55705
r
1
TABLE ISA
MUMS.C.paNyTitbito Piffiel9 A
o.M.0 Width(forwromit spardra m mom)9r Opo ft He1pM(forhmiTorleb speM7D mU2mn)
Win wF 70th Wfi 1 001. 1 10024 I u0h HIS, twb
Peclmpl4r MpTdmp. RxVµlu TnpTd.np. R.tlm04v Tw.J . lud"o4r 1.T lm. 9. Rxlenyls 4.4'1'703. U'111 pa" MiJTdup .x03410 TnpTdarp. Retlaip.Ip R.Nla4ry5 R«ImWlvr MATdup.
2X0..26 tnOdtp Lnsd�O Uwdrq Lmdn9 fAt3dr0 (AadnO L91da9 Lrvd00 taed00 IASdry t«Mp luvQ4tO L«d+g teedy U« . L«d.2 L-15"t L"" tl
ll
Alum.Tuha IAgg•. v p i u 1,. .. Fu o ''g�g a o .. .. aR, TTM.vw. ..Li1 ' 13 L� �B 'i $ '$ o '3a a`�' , h as 3 �I
IIh 90.0 On 179.0 /3s 170.0 744 110.0 478 IMO SAS Dao 608 170.0 Opt 170.0 510 LMA full 110.0 521 11" 1240 170.0 521 170.0 140 IM.o 511 DOA t735 Iro.O Sit 170.0 1083 170.0 4f O
4sm $710 TM 09.0 524 VAL) 650 IT0.0 58170.0 Opt 170.0 638 Imo t11 994 wi S74.q 1213 tIS0 SIT 178.0 S45T 1790 880 00.6 1700 5704 800 170.0 701 ITQO 887 170.0 2297 170.0 90 j
M.QSW 170.0 747 170.0 wt t704 BOO 00.0 831 170.0 1001 170.0 861 170.0 1195 090 721 1700 1315 ITDA 741 IM.0 14% 170.0 70 00.9 170 1700 70 1ma 2041 IM- ISO 00.0 2301 170.0 1.
wh 1704 TW 00.8 41200.0 0`J! 470.0 Oil IT00 1118 910 Mw INLO 1215 1704 e0 170,9 I" 1700 .1 1710 1601 170.0 050 DOD 1013 170. 0/ 0ro.0 2711 170.0. 061 1704 1550 DOo 811 W O O
60h 110.0 60 1700 rof 10.0 1003 110.0 003 170.0 010 DOA 06 DMA 1417 170.0 94 110.0 1584 170.0 ODB 170.0 1771 IMS 103 170.0 21. 1700 1003 110.0 2478 170.0 1053 170.0 203 IT0,0 101 F � ui
8th 000 &0 DOA 745 110.0 11111 179.0 - IMO 13. tM.0 W 1700 1448 TWO JOIS D00 IM IT09 1078 170.0 1850 tl0.o It= DRS 2221 1700 Ila In* 2043 IRUI I'll imo 2475 1704 Ifn
Wh 00.0 034 170.0 700 +704 110 170.0 9w 170.0 13M 90.0 1002 IM.0 1550 THIO 100 110.0 1753 IMO 1155 170.0 1948 t7R0 1210 00.0 638 DOA 1275 170.0 927 170.0 1256 170.0 3117 170.0 11.
J nh 944 1003 000 878 1704 1035 90.0 1{0.0 iHIo tb4 MO 428 1100 1190 114.0 tib 170.0 2841 00.6 OSS fi0k 293 170.0 1317 2709 2559 R69 1406 1704 2015 5719 5429 1704 3110 5749 13301
TeN 1704 1122 1704 101 170.0 1316 170.0 +060 170.0 1920 VOUl 1200 00.0 1794 1700 1721 IMA rota 110.0 fill 170.0 2243 IHIO ISOS 00.0 2042 00.0 109 iM 11 SMO 170.0 1- 170.0 330 IMA 1705 J
IdF 570.0 1151 170.0 p8T 570.0 fwt 1700 1116 1709 tats 110.0 059 ITDA MU 90.0 330 170.0 2072 DIM, 541; 570.0 2M2 174.0 1504 110.0 TIW 170.9 1700 110.0 3220 99.0 119 170.0 3663 170.0 510 4 ^ 7
BON 170.0 Iva IT. 11. MIS 15w Ho.o 924 1700 1050 110.0 1499 170.0 1115 170.0 10.3] 174.0 23% 00.0 D0 1704 108 170.0 I9I0 110.0 Slte ilOA 1125 158.0 3113 110.0 2271 1305 w73 110.0 2301 Z = Q `0
xIL
SOL, 90.0 1417 170.0 120 170.0 100 Imo iW 1704 1883 000 telt 09A xbT 010 Im 1140 2559 410.8 2952 5709 2633 170.9 2095 180.9 0'. 00.0 2138 131.1 ww too. U. Dili 3508 lia.1 me F g-Z
1wF 170.0 15w 170.0 11w I7D.0 1413 170.0 1w1 170.0 2211 114.0 1070 17x.0 1550 110.0 24ro Iw.B 2161 170.0 1271 148.5 Wtll 161.0 2]0 018 Tial 1404 2201 106,0 2761 05.9 1134 03.7 2781 HIM) 2190 y N
IDN 170.0 1638 }J6k Hw DOA 1488 170.0 1100 170.0 255 170.9 5432 1790 1821 170.4 2219 1fffD 26YL 1924 2205 3e.0 2632 146.4 1218 2513 202 1344 1188 WA 2852 115.1 2128 46.; 2032 USA 200 aN` � Y
120E 110.0 1771 IRO 1686 110.0 2125 570.0 109 f5U 2251 1509 ip% 135.1 2152 1414 1248/ 120.1 2252 1213 191 tw.t 7151 110.1 1%5 90.1 2252 40.4 IeT2 77.1 2.2 669 1016 81.0 2352 0L4 1006 m pq V7
14424 fo.t isw 1222 445 1w,3 15w tOE.i 1425 b9A 1384 St.$ 1403 782 1594 601 f3w 893 t5w 725 TSA 678 /551 58.7 1331 4,1 1- 0.0 Uw 41.7 1w 4B3 095 39.1 i6w a.4 D1 Q N Q O
d z.N N
TABLE IBB ANCHOR CAPACITY ADJUSTMENT FORMULA: O a
AFehOHia ei Tahb W OUSE Q'
00.3243¢ xn c«crna 6.52rnc tFiarau FaedLUU Pi waa wal CDP_)X ANCHOR CAP.,,-.,,,y aANCHOR CAP.,,, 5 '7 d'S
YIr EFa -mm. IrE.V;•SO EX, AKStH $It.- ell all! MU WON
AnehorCOP Pamm9 A«MTyp¢ Yir E.UVx« uc 7x9 Dux« wmm YfS Fxouurne u4•ErAulrt«m A9y�crmr +uao All crcwKO)sc,r,.,(D,I BaeaMs; USE THIS FORMULA TO 0874724 THE itNCHOR
Ea«peVxa M7 1` 2-W 1• 2-vr 3.Vr 11 alk` 11 2-trr r -S' r a 17,17 e.w• 0.374• CAPACITY REQUIREWCOHRESPONDING TO AN
En0. - Sar+• 1.4' +.- +44• r 1-v4• 1 In• I.W. f-tR` MR. +-tri• r Lara• Iare• en.. ACTUAL PRESSURE REQUIREMENT FOR THE
2Arcro.194.rn A9Aocrawaaavfn11c5b9b.i4py 390. 5906 ;sob 890. 1.4. 274. 1 x801. 9wb 140. 3111. awl. wa. wf. 4+2. ssa. OPENING,WHEN IT IS LOWER THAN THE MULLION
4-0447 Mho.C./6lwealao5eli 0up 614.Dk 793 h. TDeme pm ft 9031. 3232. xab mwm 7wpv 11.1. 7101. IV2m tavlm 062. m31m 1120. CAPACITY(FROM THE TABLE)OF THE SELECTED
a.vaw.@s.rrus�oAlsewe(«awe0cr9(iW.IT SS09m 4c4m SOI4. 25951. WA WA .01. WA +463. WA WA wA Im. Itro. 2210. MULLION.17 WILL YIELDAMINIMUM ANCHOR
4Axhv.B3•MIe O.G/0)3SAryl.dp 1pq.sk TNb Tat. 880. 1500. Ia96b 240. 660. WA TBO. 746. wilco I09Im 002. B6sim 190. CAPACITY WNICN MAY SEUSED TO QUALIFY
6Aac7an®9'V'n 0.0.1 R1b5A Dap I7Flp,0 150. 1500. 1360. 312q. 3703. 1-. UMwA 1520. 110. 11. 37w. 130. it.. 240. 1 ADDITIONAL ANCHOR OPTIONS FROM THE
DA28a.piS'Wn0.47{2/-4.OSxlft.4 1000. 2103. SNOB WOO. wA 703 INS. WA 1500. WA WA WA Ms. 2854. SZO. ANCHORCAPACHY TABLE FRFAUtTRIiVIStID
4 Arta.®13/`Mh O.G IUAp.9.12S AAvn.R4.DL WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1470. ucr REVISE Yk4H
9 A2M.QO.w'Mh.Q0.11W!a hI9.9SAlm.(Fp.p1 WA WA WA WA WA WA WA WA WA WA WA WA NU, WA 2BB1. 5--2.000.7 DvilJinS Coda
2blflpn QAEB`6in O.02Fdptfy.l0$ S9Dffi 36Dm 4'A. B40. 2016. 210. 2601. 3s4b 719. 64I.
638. 9M. 341. MI583. A9�pa,I�Ny)6-0218.0'3
IArcaon f.7f'HF1.O.GIF 117 590. 700. 60s. 1201. WA WA Oro I. WA 516 WA WA WA w1m Bas lm 420. .250' 7nti 1160 /jp+yj
NOTE:FORTHE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP.
TABLE NOTES. DY
FIGURE I: HGURE2 FIGURES: FIGURE4: FIGURE 8: FIGURE tY.FIGURE IS. FIGURE It: Mie. NOduc["
I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111 I I t 11/7
� [flLOA317NG.SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS. T
2)LINEAR INTERPOLATION FORBETWEENNERALLLENGTHS STALLAIANMEROPFNWG WIDTHS IS ALLOWABLE ��ll'�� '`1GFNSg •°
0 a 3)MULLION AND MULLION CLIPS SHOWN ARENOT T09CALE,FOREXACTDIMENSIONS,SEE SHEETS
No
511705
[M a r 4 21.23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
231•'
FIGURE 5: FIGURE e: FIGURE7: SHEET221- .FIGURES SHOW SUGGESTED,APPROXIMATE HQLE LOCATION
ANGLECUP S.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301SPECIFXIATIONS.HOLLOWANOGROUT-FILLED
(FIGULL RES CONCRETE BLOCK UNIT(CMU)SHACONFORM TO ASTMC-SO.WOOD SHALL BE PRESSURE-TREATED -�'•, a'ATEO'r
r r « 5.7)MVSYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BE AMINIMUM OF.125' ';'h,((•'••�!;OR10P•'•��y�,
F USED IN THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045*7 LICK{18 GAUGE}sTRUC[URALSTEFl TO rr s'j �S�•�
BE LEAST.125•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
.AIRS. 2'xe•X 2s A.LYNN'MILL�R,P.E.
THREADS BEYOND THE MATERIAL p106P12 ANCHOR3INTO 03000 MAYBE STEEL IB-6 S.G.OR4705.5. MULLION FLP E.#5$705
TABLEI4A
MuII10n Ca as Ta610 afAt � 7p,
OpanmO Wid01 paiielticaAy-epanYrg Rxp;ons)orOAenmD Het9ht(tatptlmrta"psMra-d") r
WN Wln TB In WN mi. iWw1 1.1, 1 Iow 1WN yyg9�4<
R9tlnpti TreyRmB. RnOivgpat Tmy]A1m. WRINaR T aam. ReclYtatu T Tt]tam. R ANWa' Ha}tfnu4 Rr14R O
PR 4vg2a] ttapRnvq. Re:felplu Trtp-ft RLmTa u TrspT4Yg. lfsixgav Iu�YT. sx Yh e
728"x2.17° 1m61m to 2n3 ladle LmClrp laaAy I-. gLWnO LmGNa glnna4l ImGm -.vlamro tuxtiu LmCnp L9Map Imam In*tllro glBaei ;f�5
X.l2ltt6
Tube Mull "
I fill I Ie I z Ym m
Z
42fi 44121 1117.01 f2a 4212 570 146B 419 4870 528 1158 414 80.1 616 txa 414 eel 81a 1>r.1 111 721 q6 I.J1 411 I W.1 038 139.1 111 31.5 SB 131.1 411 1S1 628 1M1 411 0
49N 856 4W 1050 313 60.5 MI fHT 325 86D 403 864 mu W.4 4WI M.4 30 617 401 M.1 315 463 4M TOO 1 3H 40.3 IW 70.8 314 9l6 4W IXG 314 302 40 750 111 J LU
xi®SN �S 362 910 371 568 1Q T63 231 SSR 952 T1R 29a SLS SW 8!2 Sae I5.7 381 Gla 394 H.x 383 B19 29I ]d.3 382 836 Wu 2BA >Q 835 285 221 362 816 2e3 1R• til
{{ 61N 67.8 MS 14.1 2R T8.0 318 8U 1e1 455 Jul 6T.7 7W 124 J1e 635 2W J2T 316 xie 150 339 319 1e6 243 283 310 40.1 240 211 316 4a1 218 212 318 .1 218 m & O
isn WN 465 356 Wt 218 412 258 15T 214 333 350 40.1 MD SOB 159 37.2 1Di x76 2m 31.8 2l1 26l 2W 33,4 2W me tm 32.2 201 17.7 1m 322 201 13S 169 312 701 7 U1 Ip fl1
mN 42T 231 438 mu 35.a 231 39.1 15 366 231 34.7 1tn t& 2N 31.8 169 247 211 29A 1W 21.1 231 260 194 118 2N 35.8 iW 13.3 2K 263 iW 13.4 271 86 1W
mw ala 2111 3a4im 3to 21S AT RB 265 213 xBR RB T13 21] 27R iia 20.8 313 211 1W 1aa 113 211 169 156 213 72.3 1B1 113 21] 320 1m 11.a 213 220 1W Z N
T3N 18B 1T9 364 165 R9 12m a. 752 104 17B x2.5 f4B R.8 11B 20.3 iR 159 1TB 1.T 215 u y
Tew 243 961 25.1 140 xD.3 161 HR 131 17.4 1tl1 18.0 113 162 181 Ito 133 M �a 2!
)6N x20 t4 215 133 tae 961 1B9 131 754 162 1T.5 R6 Q r e7
f Y
TABLE 146
ANCHOR CAPACITYADUUSTMENT FORMULA: ZQ N Q
AnchatCaA hbb Sha) xiy, o
SJEw15 zTx Cmlrtle SS Luc. mwcuu Fl1edC6T2 PT Wem Md2 (D_)X(ANCHBR CAP"'�""•>v ANCHOR CAP,
SN6'Et0 lt4'S9 Ex0 N68Air
UYSC' atpated aR9t6N aR8ta8 MULLION
Aa0v TyDO Yi6•E7[DUOsm 1rY 19cawram eit6•Ek0lllnm hr ExOUaacm Cl
AnchOrCVp PeBnma wca<m Ap0tWfa UBETHtSFORMULATOO$TAINTHEANCHOR
auz sve• t• avr t• avr z 6z as oat• oaxr CAPACRYREOUIRED•CORRESPONDINGTOAN I* ro N
Em6effimt fmr wr 1-Yl• t3rr z avr 1-w• 1-vr 1-1u• +-irr t-v1• z fa3• Sa•a• mics ACTUALPRE9SURE REQUIREMENT FOR THE ry Q
4Ar4ron® uuc O.C./ a66 pe ]1Do 2301m Tmm mom 1593an lum. a19n Mu- wp TW h4 Tun ee0m 1e93n 6mn eatn 1436n OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O
CAPACITY(FROM THETABLE)OF THE SELECTED a raz
MULION.IT W(LL YtELDAMiNIMUM ANCHOR
CAPACITY WHICH MAY BE USEDTO QUALIFY ...f
ADDITIONAL ANCHOR OPTIONB FROM THE
ANCHOR CAPACTTYTABL£
TABLE NOTES:
1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7208•
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I" I PRCU,UCTREVISCD
}}}--- c ply0�a wivllb6Flnlad
FIGURE 1:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDKiR OPENING WIDTHS IS ALLOWABLE. } A-M Caen
I ccenmTb
SIM LION AND MULLION CUPS SHOWN ARE NOT IM SCALE. SHOWN
ON SHEETS 21Y3. Expu4""Oa 4G2)
HOLU' SHE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27-23. 2.710• D7
FlOURES SHOW SUGGESTED•APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PARS. 125' 6tt 11111!4
4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 307 SPEC IFlCATION&HOLLOW AND GROl1LFILIEDHi-
CONCRETE
BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C4K WOOD SMALL BE PRESSURETREATEDGN -• ((
YELLOW SOUTHERN PINE WITH AN SG OFaSS.ALUMINUM SHAtt BE 6063-TS AND BEAMINBAUM OF.125' t
THICK.STEEL STUDSTO BEAMINIMUM GRADE 33 AND.04S THICK(10 GAUGE),STRUCTURAL STEEI.TO BEAT 1.16•%2.1t'X.715•MUWON ,RT:• '•.-:(';,
LEAST.728'THICKAND A38.ALLANCHORS INTO METAL SHALL WENDAT LEAST3 SCREW THREADS BEYOND (INTEGRALFWMULUON) =T:: Hu,56705
THE MATERIAL.N10&Di2 ANCHORS INTO WOOD MAY BE STEEL.1&B S.&OR 410 SS. -
�.,•. B,1tTo�I ._,�,
SSlONA��S
A.LY IMllf. ,P.E,
FL P.E.11750705
TABLE15A MORI,A Capacity Table(Ibse)
openingMdth(fDrwaTAttzpamiromA=)oroponinonoloMfwhwim**spzMram,ei..)
WN MI. 701n Bill All. 10P In
INA
Twm _.w. TtAm- ftt,Wo. TWTA- m-wv,- th#m_ R-.,. Tre,`m T.Amuq. _w',, Bvmeip
3,28°30 u-
DEMAL
BAYMULL
At z
0
I All I 1 .11 1 '1 11 '1� I NO I NNIII
- 710.0 6A it" in ROB 'a Im.1.. Ing I BAD IM. 019 "Do "ID VIL. At I 1".0 1240 1100 .21 V.0 Ill. 1704 1 121 in.0 11. s".0 .1 10.111749 IAD .1
01. ill).0 I. IM. M 170B UB.01 W AMD QM ._0
Alm IMB Gal 170.0 ini 174o OR RAA 1417 1700 - 1523
70.0 M IOU W) BAD
114 "a, Bit I"`11 I- A M 11
w-, SIBB .7 1- ". $70,0 Im.1 I A.. IN, Rao w 117B. it. Imm m 110.0 I= 170.0 747 164.2 1447 I"B 7M 1443 Il;-+Z'm3 -3 1.0 m Ia. Am Am 7. to
to
Mi. 110.0 w 170.0 GlIt VIDA M 170.0 - 170.0 1116 170.0 NN IMB 1276 IMO M 180.4 1353 170.0 07 144.3 Int IMA) aW IM.3 I— AM, "I tBj -3 RAI, Bit 9,2 jul ITALO LU
Del
.h SMA A. I= mi Ino 1.3 110.0 7a 107. - - 'It '.1 1216 Ila. 944 1.4 1210 1124 - It. 121, 1.1 R4 0.4 T-1 140.1 913 .1 AND I.J 011 mi 12111 at .13 F-
63 In LIDA 0.0 741 IM.1 1110 V-A I= It- I"A MI IMA 11. 1510 014 HILS 1160 "1. BAD 101,11 AIM I34.2 BID Bt., A. ABT at nt It. A— an BB, Am Im m
k 11010 W4 Im. '.3 I_ 1;. Am BID Ant BAB 1.1.0 1- 1.4 01.4 1041 A IIIIA BID X2 INS I0I-4 41 IN. INI BID il, too I= BID
I- A-
Do"
In.
I"
IN.-
[1-6
n,
A-. A- A,A'.
k I- IN'
nIA I'm 147.. ?" fm BID, -0 To Ia. 4. ims m mo Bit Iwo m 10,2 - 52.0 112 ABA m M.2 7. U. W4 Bat M�1_7 411 W MA Mil
BIL, I.
A T., 1.1 01 "B I'M IBB4 - a, 7. .2 - X. M I. . 0 m .. .1 . AM 71.7 BID 0. 7. ODA Ali B - 37A AN 11 611 1Ze
7.41 AMD IN 115.5 687 M3 AM 00.1 60 TALI TW M0 Gn 092 7M 77.1 Ut 07.6 7M 70.6 512 M4 750 65.7 DO 40.2 TW 59.4 %4 nI I- M. - 30 7. 55.5 W
BID 9 .5
lith IZI - 144 60. MAI - 6,11 491 fl.,$ = 64B 48I A5,1
, a 476 .I Bit - w W, 404 4. X. - M. 4. 601 =B So 31.4 I, B, z
ith 59.4 41)5 01.1 - 40.1 4M 51.5 411D VA 40 "A 4V 37.1 - 39B - 4BA 29.1 400-_iL2T_Q_5 n.o 3m 10. 40 A 390 Ul
111, 41.7 211 1� Z' X0 - 211 301 ni 17.4 1111 3111 -
ILL3 21.4 1
n4l AM I�,l =5 32B WO 33.o - 273 in 2& M17. 0.5 U1 g,
1114, Z "B w
uz 1 1 tel 7RT.
_! 21.9 370
A. WA 317 W.9 269 253 ALI
iM 211 n.S. q 1.+ 0
B 3AT A. 216 Ito �:
I I- F (L z
SLE 16B ANCHOR CAPACITYADJUSTMENTFORMULA,
AA%barC. ?
u FAWWU (Op)X(111QRCAP
-ANCHORCAP...
uft'Ek Vo
AnchorClIpPattems
A-0 USETHISFORMULA TO OBTAIN THE'MCHOR
e".B44nnceBoT 1. 24? r 4- CAPACITY REQLnRED'CORRESPONDINGTOAN
1 DAV BW RD24
I�AW A�j, I ,
W.RE f 41 4 ACTUAL PRESSURE REQUIREMENT FOR THE
loomNI. �21r. W. OPENING,WHEN IT IS LOWER THAN THE MULLION
W. eaem I -Am CAPACITY(FROM THE TABLE)OF THE SELECTED
a-a Ur....E rm M-0.1 ftu A- 1lnm eam z246. -m WA i-cm A- Im. MULLION,IT WILLYIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACRYTABLE.
TABLE NOTES: um d7lrm with On FIMd9
Building Cod¢
1)SEE S14EET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. hl
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ux
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. M, im I I'll
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.2& .125!-
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 10.
FIGURES SHOW SUGGESTED,APPROXIMATE ROLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CON FORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 325q• )410,:+8.705
FIGURE 3: CONCRETE DLOCKUNIT(CMU)SHALL CONFORM TOASTM C-90.ANDOIDSHALL BE PRESSURE TREATED
YELLOW,90UTHERN PINE WITH SG OF C65.ALUMINUM SHALL BE GOE345 AND BEA MINIMUM OFA25"
TRICK,STEr AN
=L STUDSTO BE A MINIMUM GRADE 33 AND.045THICK(I8 GAUGE).STRUCTURAL STEEL TO BE AT 3-BAY :IUB
LEASTJ25'THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW THREADS BEYOND F
THEMATERIAL.010&012ANCHORS INTOWOOD MAYBESTEEL,18-8S.S.OR410S,B. MULLION
B BAY
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A. 1
L1'PE.
FL P.E.#68705
TABLE 166 @
Mullic"CapoultyToblo Pbom
Opening 5714th(1ate-g-lVej- ac;-Worn)at OPonttlg Ho10ht(tmMl3zate9AapElTtme"A")
SON NN 701. NN NN IN In 1Nh 140h IWh 4
R+. . Te3P•7dW. RseieNUet UeW1d69. II-eavex TIWNW. RCeLww 'kwr&' R4e14B941 Tm"eN. pAdvaly TMM"- Ree+a*Ar Ttwaow. ReTlmpfm Tm{tMenp. Rttwgdat TmOtnla'tg
3.26"46 ImON LeeEN Lm4N ImbiO 1.21100 LmdN Leodm La6ip L-*Q tO.4N LadN Lc•6N lumina U.N Laeft IwdnO 1-ft tABdN Y
aEO.Ai _ r _ rg F r r g _ pra•_ _ g$_ '*�'BAYMULL �' d�' Fide !7 �• h1l 8 de d� d� �� dd a �
1 .5I J 1 31 11h4 8 1 -11
"gym
ve, laO I Bin I 1190 433 Ina 744 tMOI 476 $TOO 00 90.01 08 1110,01 0# 170al 610 Tm.O TIRE TMA Sof 170al 1240 IMO521 11no IEEE 170A 621 T.01 ITIS Imil $21 INA 1571 1704 #f
411- 170.0 70. 570.0 I ON 170A 800 170.0 Seel 1TOO M 170.01 570 117a.01 110 Im.O MI 140 195 170.01 577 170.0 1417 ITOO ON 1 1617 1957 170.0 00 140.1 109 IM.0 60 122.E 101 1740 WO g
50.6t3N 170.0 T{7 1764 03 170.0 0. IMO 0l 1740 late 1MO WfMO 11% 110.0 tin IMO 1045 140 HT iM4 5494 196 10 S4T.1 1311 170.9 750 126.5 102 i79A 70 Tat 1352 170.0 753 Q'S N
W h IMO 797 1740 612 170.0 958 ti0.0 MI 140 1110 INA 751 1170.01 195 WOO ON 170A 14M 0..1 07 IOU 1455 1740 ON 193 140 170.0 M1 Hitt 1455 170.0 01 57.0 14$5 !MO 01 in N o O
Nh 1'70.0 0S like M! 170.0 1061 Ilea 191 1749 1710 TMO no 151.1 157 Ime 900 143v 1709 17"1 125.7 INS IOU 9w 1015 13M 57.11 4# afT IMS 157.1 PSL TO 190 167.1 952
Wh 1740 930 10.0 765 Imo 1116 EMIT 650 1629 147 170.0 w0[-.4
INT 154.5 00 128.7 1347 1520 NO 114A 121 111,3 O# 966 12C 1M2 576 61.1 IN? 135? 035 714 1217 1357 WS
f Nh Me 900 170,0 TO fT0.0 TMs 110.9 No Noe 1100 JUT 265 TWO 147.9 It$ IISA 1190 13M 028 1019 190 Tem 414 0A IIN SI9S 0O 142 1100 TITLE 400 646 110 TITLE 657
Tih 101.E 1010 1840 677 170.7 NiO iM.e .59 LISA 1010 1272 02 1070 114.7 B20 00.0 low 105. 817 00 1010 NB OW 57.3 1010 NA Tis 51.1 1010 07.6 700 0A 1010 07.7 789
mN INA NO 1436 In 114.3 575 Tao 95 965 we 10x1 761 900 962 749 783 NO 02 Tab 0.7 No 623 Too 57.3 N. 71.1 718 42.1 900 71.2 710 4x9 NO MA 708 ^mss F
MN 137.1 01 Ime 751 INTO NI 1125 770 Ne eel 9.A 735 01 06S 713 70A 0t .tA 703 0.0 WI 75.4 801 510 0l Wt 0t 456 001 57.0 575 392 01 W,7 572 7-Nh 827 OIT d1.t 300 864 846 121 561 69.7Bill WA 1St BW N.i 545 46.0 610 50.9 0T 41.1 W 47.0 ate 70.5 61. 0.1 $19 223 646 382 $11 25.9 WO 14.5 Sot To
Nh W] 50 10.1 003 70.0 ... 39.1 490 461 O0. StA 461 SW 45.6 TLB] 31.9 50 11.4 4m 31.1 50 361 470 20A $BA 33.4 09 70,3 50 70.3 00'2 21.1 ON m.7 007 ( �aIWh AA 419 TSA 403 396 519 {12 30 702 tIp 35.7 391 !t9 31.1 31 260 009 2AA 30 236 449 261 317 240 009 Txi 3.B 17.1 4(e 244 M! TSA 009 149 :&T 00itt L1 70.1 123 15.0 105 00.0 425 576 JA 31.5 425 32,8 Tn tin 241 707 24A 425 202 302 221 42.1 70.0 W 141 tin m.7 SN 13.0 15 140 703 R' Q N
tmm 346 361 355 Mf Mi 357 2&8 #@ 246 357 26E #i 21d 357 226 317 !94 357 77.5 353 11.5 357 147 3N U y7 ¢ 3 }}
1440 242 ]0 m./ m3 IBA 253 17.1 230 ¢6� Z COD
TABLE 168 a+J �'0 1;0.
.000(311011 GAPACiTY ADJUSTMENT FORMULA: -m
An 110 ct 7961.Ib. $ '•+40-2
6wluws uaracmle ia2aum. Ik6wCliu 7amcMU 9rBwwHETI (OP„,)X/ANCHOR CAP.,,,,,,,,�agNCHOR CAp..,
0N
ft-Typ. LICFJ,.UOxm IN'Ek0 UI31een WES 0' v1wlilot 1Dxm. U4'E.V . ty4.56Em Oil`E1w m1•S9 Elo 6t s 6T2.M1q ITTSSI. Mllll1
Aneh.Cllp Pe0em6 ti-ca Asir n Weem AOYeGBIa fkrem(GS)Baum(GS) 91,em(W) USE THIS FORMULA TO OBTAIN THE ANCHOR
Ed}Wizrm thk r 2.Trr r 2-i? J.ma i• aur I• 2-TIG 2• 3B8' z• 40.48• o.w- oaM' CAPACIYAFAUIRFD'GOR(iFSpONDINO TO AN
EmeeMle6 MY 1.300• 1401• lar tJN• z tut• t-vl• tIM t-ve t-ut' tna• r tae• E-aA• ud.e ACTUALPRESSUREREQUIREMENTFORTHE
agroly.®6.1.040 4.a,4R)2c5MOb I27a70y.lk SNm SNm 1Nm seem t/Nm Som 241016. SMm i40m m TNIW wem tin /42141. 300m OPENING,WHEN IT IS LOWER THAN THE MULLION
4 a6cta,gJ.i•3wa,C tRSABgN•m'9.+ff x?k calm 7Nm r90m Taiom. 3usm Siam SNm WA ttml3e 71x1 Malin t em m2m 6T5m4 1ROm CAPACITY(FROM THE TABLE)OF THE SELECTED
eaiwlae®x7l'16n O.C.ilaLlanpi 7 3k ltmm 11mm 9sem 401713. 2xMm wq Wam wa 7NSIBe wa Umm wq tonin t39m 1Mom M-10N.IT WILL YIELDA MINN(DMANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONALFROM THE
FIGURE 1: ANCHOR CAPACITYTABLE. 1,11001](37'ISBVISED
TABLE NOTES: ca"Pm Dottlh tM Flutid•
R05Min6Cada
A,
1)
No i6-o218-og
7)SF�SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING Ea(mflN Dak 4jp$J
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY
FIGURE 2
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE, MEm FroduR
3)LES TON AND MULLION CUPS SHOWN ARE NOT IM SCALE FOR SERI T DIMENSIONS,SEE SHEETS 212&1.
HOLES IO AND
E DRILLED TUP SH FOLWN ARE
DIMENSIONAL FOR
EXACTIONS
DIMENSIONS,
ON SEE SHEETS 2143.
.125 TLS O��•--�'••fi�/�(��/
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS,
4}SUBSTRATES CONCRETE SHAH.CONFORM TO.0(31307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250• ;;i ,52T05
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM OSS WOOD SHAD.BE PRESSURE-TREATED
• • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' _ (k::
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04STHICK(18 GAUGE).STRUCTURALSTEELTO BEAT 'Q. .3 L ;171(7
LEAST.126'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND tS'BAY =�' -t J�
MULUON 57431 OF
• • THE MATERIAL#1061H2 ANCHORS INTO WOOD MAY BE STEEL,1&8SS.0114109.5. .NORO".CC99,`
ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. //� ��s�).•^ ('.Cts`
A CYN,11,7,1{�C+LER�'.E.
FL P.E.#58705
T
i
�I
li
i
1-tow. 1•-1.250•--1 '
-•1,.ODD•f- -"-I 1.000'�--
C
-{t.000•f- -y 1.000'j- r.-,.2ss•--i ����
1zs tzs a r
.125' 2.750' 2.750' .125' 3.126' .125' 3188' �k
20100' 2.01I00` .125 .265' 2.11I78' .12511
125 0p 07
L 25' L 375 S 500" L 525• O 8ry 8
F T i .800' F W
1'%2'1f.ye ALU LLION 1'%2'X375 MULLION i'X 2.75 X.375MUWON 1'X 2.76•X.050'MULLION !•X3.125'X.5'MOLLION 1.2S'X3.18O'X.265'MULU0N 1.28'X211`X,12S N.UU.ION _
5083.78 ALUM. 8063-TBALUM 8063•TSALUM. 6063-TBALUM. 8083-TGALUU 8063-TB ALUM 600178ALUM y
XSECTION XSECTION XSWN ECIRCN X-=TX-SECTtON X-SECTION XSECT7613 iv Q O8 O
03 2 O h
J-125' O j
It
! ! TABLE j Z
SS�BALUM. I 5 8068�Tgaty iP OtmenSion Valga pn) For Muliton: , �2 S'
2.0Lu
00' I X•SECHON
UCUP 2.000' %SECTION O W
i .125' i fi083T MU14 A 1.625 � D• ' 2
%SECTION ,126` g 2854 .125' Q j r q•
Aluminum I- 5'3
Q ❑ Z `O
C 0.885 Tube MWBon Z
F .126.71 Q D 0.740 N q� o;o
--!.740'!-- A 1.125 '0 2
5500"- B 2461
1'X2•X.375' W O
cUTHERETO 375 Alumin
.375 -3.225----{_�ATEFCUV.SEE MIN. �6.ODD•--•---I C 0.635 um
TUBB Mullion Q 3
MIN. DETALL F,SHEET4 .37S MM. I— D Q493
.338"MIN. A 1.875 a Z v3 N
r_______� r_____--� � _____ Q
1 1 A A I U•CLIP A F-.-._�___�.i_ B 3.000 1'X2.75-X m � �
L- ----- 6083.78 ALUM.
"_ _____________.___--_, qUr ANGLE CLIP C 0.757 .375 A1uD8num 5
TOPYtEW 6D63•T8ALUM. D 1.118 Tube Mullion
^y a STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOTNIEW E .450 MIn.
608378 MUM DASHE080UNOARY.SEE SHEETS 5'!7 FOR THE
Zc,,-G,T'rTM,
ANCHOR NOLEMt/STLO: TOPVIEW CENTER OF ANGl10R ANCHOR O.C.DISTANCE MAXIMUMANCHOR A 1.312 1"X215'X
DASHED BOUNDARY.SEE HOLE MSTUE HOLE OMIAETE'MCHORDIAMETER+ll15. B 3,fX10 ,850•
SHEETS SI7FORTHEANCHOR00 WITHINTHEDASHED
DISTANCE MAMMUMANCHOR HOLE BOUNDARY.SEE
: DLAMETER ANCHOR DIAMETER 1116% SHEETSSI7FORTHE C 0.478 AtumBlum
ANCHCRO.C. TABLE D 0•BOB Tub5Mul8on
DISTANCE.MAXIMUM GT Pett N
5.500' .375• ANCHORMOIE Mull Dimension(sheet} P- .. A 2006 1•X3,125'% d`ROOUCr RSV780D
OIAMETER:ANCHOR Mullion Sid.Cll off.[Cli U�II An I CII a 2'837 ,E00'Alum a wmplp�y wilhmeFkeAL
.375' MIN. DIAMETER+INS, P P P Be P C 0.883 TebaM.] A"aeUpww�Fioa W'-O-S.Oa
MIN. __- 1"X2"X.125'(5) 66505 666113M 6BS111SM W6243M 666511M D 1.137 pim! oma ¢All)
�----
-------
r------------ 1"X2"XXW(6) BOB" 666114M 6661119M W244M 6665121
1 I A 2.825 mi
1 1'%276"X.375°(7) 60607 6661151 6681120M M245M 668513M B 3.262 1.25•X3.186' Mien Oeda Erodun
C 0862 X.ub6O
I
j i 0 PX2.75 X.650"{8} 6&608 6681761 66811211 8882461 6665141
TBbS Muti `55'1 \NN Fry 77�i�
1 •'--�---� D
t"X3,125 X.5W(B) 666371 66611161 66611141 8662421 8885151 J p�•,.•••••. 7F' ��
! ! I 1.28'X27t•X .�5\`I•,:5}gEHSS"-.�+' i
i 1 I 128'X3.188"X,265(12) 868411 68811171 68611131 668241M 6685101 A 1.813 .121'Alum •i: "•1r
t.20'X2.tt`X,125{t8j 69370 PYA PYA WA r-:7,51 Tube Mug t1o.5870 '
1 C q FSET CUP NOTES:
8083-78 MUM �
.125
TOPVIEW 11 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNENONTHIS SHEET. "j}•. STA IO"
i; 2}SEE SHEETS 5-20 FOR SUGBSESTEO,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.OISTANGE. •/
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 A.�l!1TJT���R;p.E.
FL P.E.Y58T05
}
-•-)1.009't" -'j tow-t-- 1.062• i
ose y.r4D
pea• .386•
.08 ( "iF'-•.S2S q ta`y�3
4.000` 4.00P 4,p00 i .125']ANDARD CLIP 1 pp a
.125 2.625• 2.000' 1ALUM. 2125' TXSANGIECUP
-9ECTtON 808}TB µLIP ( 5081TSALUµ d
.125 %SECTION I %SECTION ,125 N
.125' .125 7- L � m
.031'' .125-JN U/
A26CENTER OFANCHOR ROLE MUST LIE W)TH04THE ...i
3TS '1� 376' DASHED BOUNDARY.SEE SHEETS,120 FOR
ANCHOR O.C.DISTANCE MA%IMUM ANCHOR
-T -T HOLE DIAMETER:ARCHOR QIAMETERa U/S- - DID
N
1'%4'X.125` 1•%4'X.375 t 1'%4'X�7S W O
MUWON MULLION T-MUWON 550p• CV7HERE70 DO 50 O ~
8061TSALUM, 606116ALUM, 6051TBALUM. 1125�y .375 5'000' 375 Q 1N0 50
X-SECTION %-SECTION XSECDON .375 p-CA&tTE FiXIP.SEE J
MIN. DETAILF,SNEET4 Mme'
125P 1 .375Z
CEHTEROF r_________ ___________t ,,3
1.250• L260' i t t i 1 MUSIWlTNP7 1 i MIN. 0..
THE LIE DASHED I u Q J 333 Y 888p
1 I 1 I I ROUNOARY.SEE
I SAEETTHEANCHORF0.0. F �__'__-'___i r� Zl'ZOoO
3.86' I I 1 1 1 F DISTANCEMAX . I 1 N 6 O'.-
3250' 3uu
i i i i ( ANCIHOR HOLE i i 1MUM501! N o
.top' ' .700• DIAMETER:>Z.E..
______� �.._ � ANCHOR ____ aDIAMETER.ttt5. ZS .8214• F L STANDARDCUP U•CUP 806178 ALllµ � �
-7' OF ANCHORHDlE MUSTUE 608178A50µ 6063.78ALU•i.820'F^t -i.820'}+- y.820't--' . DASHI CRCUNDARY.SEE TOPVIEW TOPYIEW
125X325%.IOP 125`X325'%.624' 1.2SXlWXd24• SHEETS 5-20 FOR THE ANCHORO.C. TABLEC TABLE C,CONT.
MULLIONMULLION MULLION DISTANCE.MAXIMUM ANDHDR MOIE DI.,-1 n V41w pn For Mullion: DMOnd-n Value Qn}For Mullion:
5001TSALUM. 60D5•TSALUµ 6065-TSALUµ OJAMETER:ANCNOft DNME7ERs1)15. 3,687 4'X F 1.938 S. .25`
%•SECTION %SECTION XSEOTION
G 1.000 .125 O 0.500 X.824'
7--- MIN. H 2860 A)-1- H i-4 Alumtnten
1277'2881'--I 3.489125' MIN..375' S.50P---^-� I 3050 T" bn 1 2.256 TUOe MOM.
725
1.877" MIN. I .375 F 3187 1'X4'X F 2826 1.25'%2.94'
i G
11757 .375 G 1.125 X.62P
2430A1
H 1.500 AI-I.. COUCTREVISPM
1 1 1 3000 Ta.8'P 1 3.250 Tube Mullion
I i I i i F 2250 1.25'X325" F 2.813 30.8 Mus m e plyla5 wish theFWida
.125' I I i I I G 0.760 X,100' F 2875 45.88 Mu0 Ac apwimi4o(6' 8.0$
./25` 46'- 2.250' i i 1 i i N 1.500 Aluninm P pimli ane ?.6121
�� i i H j I 3250 The 1-011. BY
1 1 1 1 1 p P C)o4e Nedaol
3 •45 BAY MU MN I 125P c 1 I TABLED
3PPAY MUWON fiXSECT1 µ t L-L I :- Mtl110hnendon POTPeH6 `���ii LYNN M777t�
9003-T6 ALUµ 1 %•SECTIO ` -------
IN I - -----
XSEC7tON i ( Smc4t� Mutton SW.Cttp 0140tCftp U431p An910G9
p
O OFFSET CUP 1'X4'%.125'(10) 08386 508111M ON1122M 888241M 5655IBM
i .525' fi051TSALUµ 1'X4'%,375(/1) 88810 656112M BMI123M 666242M 666519M ^A�' 70"d ,
.228` �-,981•--� .225 {-.981•4 TOEMEW I'fo.
NOTES: ,740'-!91'X4•X.37ST(it) 66853 U8112M 6661IMM BWZM 66851SM
�. 1. )(32 XAW(0) 20160 6WII27M 6681124M 6682410M 0%0115N �- y
1)HOLES 70 BE DRILLE0 W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 1.23'X3.2SX-S (/4) 20/81 66511128M E86H25M 68Pm11M emit65t %-p•, 7",}� pb 7't.:*�
flb'X383'X.024•(15) 20182 8861/1TM 61011126M 86(3241M 686517M `p' gT IEUUUF •e%�f`. '•.,F[OA11N:.•��J~:
2)SEE SHEETS 6-20 FDRSUGGESTET3,APPROXIMATE HOLE LOCATIONS, 36 Deo-159) 6 49 WA WA WA 6666110M
p\�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 45 D%;-(20) 66550 WA WA WA 880511/M A�LF
FLP. 58705
TABLE E
Mull Dim on PGT Pert it
(ahoelft) Mullion Std.CLIP U-Cllp Angle Clip I —'1 x'-•125' I —j r--.725' �{I—,126' ,0 SLL
2'X4'X.25'(10) 66602 666261M 666271M 6665112M r
2-X6-X.25-(17) 66604 666262M 666272M 6865113M STANDARDCLIP Ui UCLIP 2X6 ANGLE CUP606}TB ALUM. 608}TB ALUM 608}TB ALUM.XSECTION 2.125XS ECTION %SECTION2000'NOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING • .1Y6' InDIMENSIONAL RESTRICTIONS GWEN ON THIS SHEET. O2)SEE SHEETS 5.20 FOR SUGGEST®,APPROXIMATE .—tgg0+ 111
HOLE LOCATIONS 1.450' W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- 6.500,
In7
CUTHERETO 5.000' ,375• W TO o OF
3.600' CREATE Fi.L. MPI. m Z
2.000' .Mw f �_SH�F.EpETALL F. M� f .375' F 0 {p J
Z 7
�- ___- Z
_ ____ __ __ _____________________T W n
I I 1 11
I i I I
I I 1 Z
=j a
1 I Q J � d•
4.000' I 1 f I -----_ I f.7
3.436' f r 3.438' T— i Q m c
.250' 2'%4'X i 1 S43B' I I Z
MULLIONN Z � �
6063-TS ALL 375' Tn Q
- ------ ---I_-- ------- -- -- 0)%SECTION _______________ MIN. W Z
aYL_ �Xo`Y-
W 3 3
STANDARD CLIP U.CLIP,60B}iBAWM 2%S ANGLE CUP Q , Q O O
LENTEROF ANCHORHOLE MUST LIE 8067-TBALUM SED FOR2'%4'MULLION.SHEET IB CENTEROF AND NO R.CLE MUST LIE fi06}76ALUA D,� Z�fq (q
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPIIIEW WRHIN THEDASHEDBOUNDARY.SEE TOpYEW O�Q
SHEETS S20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE CENTEROFANCHOR HOLE MUST LIE MSTANCEMAXIMUMANCHORHOLE
DIAMETER:ANCHOR DIAMETER.1116'. WITHINTHE DASHED BOUNDARY.SEE OIAMETFA:ANCHOR OUMEIFR 11116'.
SHEETS 620 FOR THEANCHOR O.C.
5.500, DISTANCE.MAXIMUMANCHOR DIAMETNCHORER
-111
CUT HERETO I DIAMETER ANCHOR OVJAETER•1176'- 6.000'
2.000' OLE
3.600' -i CREATE F F.
.375 I SEE DETArt F. '37S .375
MIN. f SHEET4 MIN. f MIN.
.375
___--__- _______
I I I I
I I 1 I 1 1
I I I 1 rRODUCTROVISED
1' N do FImi3
I 1 1 1 BNIdwg�cY11 fo-Oy18.03
I 1 1 I I I Au'eAlarrce t4a
I 1 I 1 B DW.jRLZZM 9.02)
Dy
. 8.000'0III I L III 4.688III 5438IiIII—_ _—_—_
250• 5.4385.438•
Y%6'%.S
MULLION
tN75)ro\o7IC.dI Eu5IcN8I(7
IS0NE5
083-TSALUM
XSECTION .375 - iSTANDARD U.CUPT]
B }.TS ALUM. B083-TOALUM.}TBALUM 606 ,•
•�•�`F
h�
_-_
-
'//�,�n(�f7�.�1•
TOP VIEW USED FOR Y X"MULLION.SHEFT 17 TOPMEW
TOPMEW A.LYE•GS AIILL�R,P.E
FL P.E.B 68705
r
EXAMPLE I:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS e4/4'.7HE OPENING REQUIRES A DESIGN PRESSURE OF 460BI-60.0 PSF.
NOANCHORSWHEAD 1)INITIALLY ASSUMING THAT A Y WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 3Z'+32+1'=6S.REFERENCING SHEET 25,THE COLUMN USING gg�I c
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'ANO WILL MEET OR EXCEED THE REQUIRED :Ov.
DESIGN PRESSURE OF'60-060-0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILASLE. p+^�
ME FROM TABLE 3A SHEET 7,THE 1'X 2,75'X.375'MULLION LENGTH=72,OPENING WIDTH=0 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 4.56.3 PSF AND WOULD WWWW q b
FENESTMTtON OMAnS, ( 7"1 a3
PRODUCiL SHEET6 NOT
BE SUITABLE FOR THIS APPLICATION. Ex t
MPROYAt�. z,1 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.B50'MULLION(LENGTH=72,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF-1-723 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
Tz' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636ISS.
MAUL
LN
LENGTH /�, 2)USE TABLE 4870 FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CUP WITH(4)012 ANCHORS ANDTHE 2X5 S m
1.1 ANGLE CLIPS WITH(4)012 ANCHORS HAVE CAPACITY OF WS LBS.THOUGH EITHER ONE GOULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z N@ SER
DETNLE, 3)VERIFY THE DESIGNOVERA PRESSURE OF INA FENESTRATION DESIGN
R REQUIRES
USED WITH THISMULLIONTHE MILLION
AND THE FENESTRATION
DESIGN PRESSD UCTSE IN
OR FENESTRATION PRODUCTS,WILL W
RHEETS
APPLY TOTHEOVEIICAIONS INTO
RESPETiVESPRESSURESANOFESTHAT THE BATH THE 74l/LUON ANDTHE I7:NESTR11T1pN PRODUCT SE LN STALLED INACCORDANCEWTTHTHE -I DI
INSTALIATION SPECIFICATIONS INTO RESPECTIVE&UBSTRATESAND FENESTRATION PRODUCTS TO MULLION. Z S
* N
IN THIS EXA69eLE,THEDESIGN PRESSURE RFAUIRED WA64t-60.0 ABF.THE OVERAll.MULLLON SYSTEM WAS DETERL,+:NEDTOBE 72.7 PSF WRHANANCHORCApACtLYOF636LBSALTERNATIVELY, UI o O
JOAN—CHO-RSyW�W;IN,D�OW S3T4 THEANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; IQ Ly h
�P No TMH1H (fiO PSF)X( �P }=OS
524.BLBS (MAYBE USED TO QUALIFY It 10 STEEL SCREWS FROM TABLE 48)
2. z
SF
Z `
THE ON LDING PRESSURE F-50.ISKNOWN 7O BE CMU ON THE JAMBS AND USES gCONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH 152-3�6'.THE OPENING REQUIRESA LL51
DESIGN PRESSURE OF-50.0145.0 PSF.
1
FORTHEVERTICALMULMN:
1)INITtAtLYASSUNtN4 THATAt'WDE MULLION t3 SUITABLE,THE MULLION LENGTH IS 32'472'41=105'ANP THE OPENING WIDTH t536't36`+1=73'.REFERENCING SHEt'[25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULUONTABLES FOR A MULLION THAT IS ATLEASTTHEWINDOWFRAME DEPTH OF2-M'AND WILL 1-- yy yyp s`O
EXAMPLE 2 MULTIPLEMULUONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.50.0145.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE;USE THE NEXT LARGER SIZE AVAILABLE. a
NUu1YID111 FROM TABLE 3A,SHEET TTHE T'X275-X AIV MULLION(LENGTH=106',OPENING WIDTH-On MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-15.1 PSF � g Y �
�r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. UJ)TD
v < O O
FROM TABLE 12A,SHEET 16.THE 2'X4'X.250'MULLION(LENGTH-108",OPENING WIDTH=80')HASADESIGN PRESSURE OF+1.64,7 PSF WHICH EXCEEDS THE REQUIREMENTS '_ Z
sEE FOR THE OPENINGAND MAYBE USEDWTHIS APPLICATION.NOTE TMEANCHOR CAPACITY REQUIRED OF 971 LBS IL NO ,
D SDI
3 FENE9TMnON SHEEIfi BECAUSE ITIS NOWKNOWN THATTHE MULLIONWILLAD02-TOTHEMOTH OF THE MULLED UNIT.THEADJUSTED OPENINGWIDTH IS 36'+36'+2'=74',NOTTWAS PREVIOUSLY 2g �
vROPUCIS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
AVPRDYAt THE73'DIMENSION
{3&17Y+3StnY2'=7Yj.
2)USE TABLE I2D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED
VFAROAtL ... 1 CONCRETE HEADER AND SILL ARE WWIDE,IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MTM e„`s r,` USING THE STANDARD CUP WITH
311V ULTRAOON ANCHORS AT AN EDGE DISTANCE OF 2-in'GIVESAN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
—AM OEINLE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
OpE4jglo SHEETS 2a 6NEET3 FOR THE HORIZONTAL MULLIONS:
HEtDHT
FOR BECAUSE THE VERTMALMULL WILL BEA 2'X 4-X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THEHORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER
r,Y6L IXV 1z• // / MULLION TYPE COULD BE CHOSEN. PRODUCTREWSED
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32+72+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALTOANGULAR LOADING MAY BE
USED.FROM TABLE I2A,SHEET 16.THE2X4'X.250'MULLION(Q LENGTH-42",OPENINGHEIGHT=IM HAS DESIGN PRESSURE OF+1470.0 PSFWHiCHEXCEEDSTHE A—
SSE
k6-o2kS•O3
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS W
SEE ?02{
pirelim Daly
DETNW` 2)USETABLE i2BTO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATILINTHiS EXAMPLE.ASSUMETHE CMU JAMBS ARE a" Ry
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Mico Dude ymdua
zO
(4)3fIV ULTRACON ANCHORS AT AN EDGE DISTANCE OF I'GIVES AN ANCHOR CAPACITY OF 540 LDS WHICH IS GREATER AND THEREFORE SUITABLE,FOR THE REQUIRED 114411 TJ
ANCHOR CAPACITY OF 521 HIS.
st T4.I i.YNN All A/O
4j FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHORWAC17YOF 521 LBS.TABLE 126 FORTHE U-CUP SHOWS THE ANCHOR :•A'l��`O'1-\GEN$ '(�Fq i
I{F--RIRLLEHGIH MtRL LExOTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REWIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENBtc 1nDTH Fo9VE1tnGLVNt- ANCHOR TYPE IS A@12 STEEL SCREW. '�1t Np_50T05
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - ^
+1-64.7 PSF FROM THE VERTICAL MULLION;
+1-170A PSF FROM THE 3C HORIZONTAL MULLION ATTACHING TO CMU;
+.17OOPSFFROM THE 36'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION).
DE
THELOWESTSIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFYTHEDESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USEDYITTH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION
PRODUCTS,WILL APPLY TO THE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN q.LYI4NMILLEj3,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.B 5870.5
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfrRIANGULARLOADING:
9 y�D
PW PW � d 0
PW
I pp
I A�
_
N
N
SWOH IZ//.. SH/DH SH/DH I 77-1 1
PW y S m FF
2 rim[
PW ZNI LU
L� O LU
/ w 0 3 N
I I / oo / Do o 0
Do
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS p HINGED ~ J
DOOR „ 3�
II SGD Z �g � pW
LOADINGOFVERTICALMUWON = y5 y
PW LOADING OF HORIZONTAL MULLION LOADING OF MOR20NTAl MULLION
PW
I PW N II
I PW
JU
Z
PW - � Q ul N
SH/DH SH/DH SWOH HIM I Q ¢ ) Q
4 �/ .010
SH/DH Z@K
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTINGVERTICAL MULLION
PW PW HR
I
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTALMULLION LOADINGOFHORIZONTAL
MULLION
I
PN HINGED PW I NOTES:
DOOR :`KCAUCT ItEV15EO
N W Fbride
-- j 1)DRAWINGS ARE Dvildi enL.v6d.
RERESENTATIONS OF TYPICAL Acildi`C Na 1 p
j PW CONFIGURATIONS. i� Date r�•O.y3
I PW, CONFIGURATIONS NOT SHOWN D
MAYBE EXTRAPOLATED FROM M�un as
o THOSE SHOWN.
^ ^ j 1)IF THE LOADING TYPE CANNOT
BE DETERMINED,USE y*OC -••• .!<!'/
PW
RECTANGULAR LOADING.
PW PW
3)SEE PRODUCTS'APPROVAL FOR _ 'I Np,56705
ACTUAL ANCHOR LOCATIONS. _
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 _ ',.�• (� ��6 .
PAN EL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL LOADING OFLIORIZOMAL aLNriry/�f�FR,'d�E.
MULLION MULLION FL P,E.#58705
h
ll
RE
►;'; 3�
OCT 1 1 2016
MIAMI-RADE) PEF3ikIITTiiNG MIAMI-DADE COUNTY
® Sit. Lucie County, FL 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(AIM.
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 6°SH-700"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alun. Single Hung Window,Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, 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: Large and Small Missile Impact Resistant.
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 fled and there has been j
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 s
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 j
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#15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E. �C r
Ci 11-7 L
IF NOA No.16-0714.06
MIAMI•DADE COUNTY tz j W Ex iration Date: March 26,2021
' f Approval Date: August 18,2016 f
Page 1
a
s
i
:
i
i
i
W
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through
11 of 11, dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and-installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal°spacer system, Super Spacer°NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all 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,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No.07 0322.06)
3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NDA No.0 7-0322.06)
r ?
Manuel PerpI7`E.
.Product Control Examiner
NOA No. 16-0714.06
Expiration Date: March 26,2021
Approval Date: August 18,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
B. TESTS(coNmuFD)
4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Report No.FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07 0322.06)
5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11105,both signed and
sealed by Edmundo Largaespada,P.E.
(Submitted tinder NOA No. 05-10X8.01)
6. 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)Small Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Reports No.FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No.05-10.18.01)
7. Test reports on:-1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test
Reports No.FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by
Edmundo Largaespada,P.E.
(Submitted under NOA No.05-x018.01)
Manuel P e�-
,
I
P.E.
Product Control tx3iner
NOA No.16-0714.06
Expiration Date: March 26,ZOZI
Approval Date: August 18,2016
r
W
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5111
Edition (2014), dated 05/12/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.08)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers" dated 06/19114, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May
16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
(Submitted underprevious NOA No. 15-0519.08)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.08)
3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL-
5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and
sealed b Edmundo Largaes ada,P.E.
y p
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTL.-4649,FTL-4723. FTL-4947,
FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E.
(Submitted tinder NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series
"SH-700"Aluminum Single Hung Window L.M.I.,approved on 07/09/15 and
expiring on 03/26/21.
Manuel Pe ez,1-E.
Product Control E' am er
NOA No.16-0714.06
Expiration Date: March 26,2021
Approval Date: August 18,2016
E-3
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED:
•2014 FLORIDA BUILDING CAGE(FeL).6TH EORION
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM EI3 g
•ANSWUA NDS.2012 FOR WOOD CONSTRUCTION
A5/18'LAMI CONSISTING OF(2)LITES OF IIB'ANNEALED GLASS WITH A.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) •AwM1IWI DESIGN MANUAL.aDMa010
OR.090-SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •aslslroD7/sz-2ofo
B.5/16°LAMI CONSISTING OF(1)LITE OF 118°ANNEALED GLASS AND(1)LITE OF 1B'HEAT STRENGTHENED GLASS WITH A
.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.ow SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5/16'LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITHA
.090°KURARAY BUTACITE°PVB(BY KURARAY AMERICA.INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7116'LAMI CONSISTING OF(2)LITES OF 3115'ANNEALED GLASS WITH A.090-KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)
OR.090-SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E-7/16'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.090'KURARAY BUTACITE° KURARAY PVB(BY AY AMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)F.7/16'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090°KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090*SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1
G.13!16'LAMI IG:(1)LITE OF M"TEMPERED GLASS,AN AIR SPACE AND 5/16'LAN CONSISTING OF(2)LITES OF VW ANNEALED GLASS WITH A GLAZING DETAILS...........2
.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090-SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES--3H.13/16°LAMI IG:(1)LITE OF 1B'TEMPERED GLASS,AN AIR SPACE AND 6/16'LAMI CONSISTING OF(1)LITE OF 1B'ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4
OF 118'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS............5
OR.090 SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5
1.13/16'LAMI IS:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 5116°LAMI CONSISTING OF(2)LITES OF 1B'HEAT STRENGTHENED GLASS PARTS LIST.......................6
WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS.... ..........7
J.13116'LAMI IG:(1)LITE OF 1B'TEMPERED GLASS•AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A L..
.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORDETAIL....__.....7
K.13/16'LAM]IG:(1)LITE OF 1B'TEMPERED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(1)LITE OF 3116°ANNEALED GLASS AND(1)LITE ANCHORAGE....................8.11
OF 3116°HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)
OR.090°SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L 13/16°LAM]IG:(1)LITE OF 1B'TEMPERED GLASS,AN AIR SPACE AND 7118'LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS
WITH A.090'KURARAY BUTACITE-�Y KURARAY AMERICA,INC.)OR.090*SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.1311 B'LAMI IG:(1)LITE OF1/8-ANNEALED GLASS,AN AR SPACE AND 5116°LAMI CONSISTING OF(2)LITES OF 118-ANNEALED GLASS WITH
.090°KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE)(°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:'OX*(111,VIEW AND RADIUS TOP,ALL W1 LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
PRODUCT RsvISED
S.SHUTTERS ARE NOT REQUIRED, e°iIJI°plp6 wa Fladdn
g Cedwe 16.0 1 ^M
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 11
D.. 'awl
7.REFERENCES:TEST REPORTS FTL-4845,FTL-4648,FTL-4647,FTL-4648,FTL4649,F114650,FTL-4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5063. D
Alinni e4e Oroduct�
ANSVAFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.
9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY �' ti��)W. �;��'�h.��i,
HURRICANE ZONE(HVHZ).
10.FOR INSULATED GLASS INSTALLATIONS IN THE HV14Z ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(GL)ARE ALLOWED.
JR 05,ma F`AOOEOSPACER37OSHFFT2 ip]aTEQINOLOGVtlOVE GENERAL NOTES �i 5 ',. •i'�:
N.VEMCE 8312(6 �T �•; ,•l,l•�•��;1•`
ALUM.SINGLE HUNG WINDOW,IMPACT
°� PA.I1ox 15a A LYFINIHIILILER"I.E.
NO%OYI9,R312)4 Vjslb)y Bettor
FK e/1A75 J.J. T2Y07 1 SH700 NTS i r 11 4040-20 1 F FL P.E.#58705
4
W
Parte Description Material
1 1
71 jLoTmeding 4SG TPS Spacer System
72 Cluene%SuperSpacer nXTvAth Hot Melt Butyl See this
Sheet for
73 lQuanex Dumseal Spacer Materials
]VGI
OM. 12'NOM. 74 Cardinal XL Edge Spacer
41 BITE GLASS BITE REFERENCE TEST REPoRTS:FTL871],69fiBd 37 70
37 1/8'ANNEALED OR HEAT STRENGTHENED GLASS3116'ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PVB INTER LAYER
118'ANNEALED OR HEAT STRENGTHENED GLASS -1116'ANNEALED OR HEAT STRENGTHENED GLASS
5116'NOM. 7/16'LAMINATED
5116"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85
NOTE:
LAM I IG OUTBOARD
aEMERIOR INTERIOR
71-74 71-74 * LITES MAY
(ALL SECTIONS) UPGRADED TO 3/16'
�l WITH NO CHANGE IN
•PVB'= DESIGN PRESSURE.
KURARAY BUTACITE
OG-S .MITE
12'NOM. PVB INTERLAYER
46 46 GLASS BITE or
SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
38 38 70
1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS
511 B'LAMINATED 7116•LAMINATED
AIR SPACE AIR SPACE
118'ANNEALED OR TEMPERED GLASS 118'TEMPERED GLASS
13/16'NOM. 13118'NOM.
13!16"LAMI IG GLASS W/5116"LAMI 86,87,88 or 92 13116°LAMI IG GLASS W/7/16"LAMI 89,90 or 91
mRnDucrRBYISED
ALUMINUM p11i°BtWO om Mi&
REINFORCEMENT BuV&A CW.
SILICONE HOT.MELTBUTYL POLYISO FINT...
NiFlLLAREA AcrePfnnallot
STRUCTURAL BUTYLENES( ,OM 6 itvt �° r'>DGI
STRUCTURAL SILICONE 3116'NOM. 611B'NOM SFAL 7
PC
1/4'NOM. FOAM BALs UCONESEAL Dy
WITH OESICCANT WITH DESICCANT ROLL-FOFedED Miemi l7c¢e pm '
DESICCANT FOAM STAINLESS STEEL 'VI
EXT.GLASS EXT.GLASS EXT.GLASS
EM.GVSS 11t.i�:I!itt7
INT.GLASS INT.GLASS INT.GLASB
KODISPACE rz SUPER DURASEALO 4 XL EDGE
4SG TPS SPACERONXTT" SPACER SPACER
JR OSAL7a F ADDEDSPACERS. �.''...z'..Rfri%'•.'�: �
two reawoLocv o111YE LAZING DETAILS
N.VENICE.RNZ16 �'i:�'.,�I.jp( �.�.•
er �— ALUM.SINGLE HUNG WINDOW,IMPACT
P.o.eo%tsu A.LYNIf MILLER.P.E.
RosoMIS.FLSIna Vtrlbb B�rar sww FUII 2 d 11 �4U40.20 F FL P.E.#58705
FK�//0.5 JJ. T23D7
Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 1 68" 1 70" 1 72" 74" 76" MEETING RAIL
48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +BO.0 -80.0 +80.0 -80.0 180.0 -80.0 HT.
50" A,B,M +80,0 .80.0 +80.0 -80.0 +B0.0 -80.0 +80.0 -80.0 +80.0 410.0 +80.0 -80.0 +79.0
ST' A,B,M +80.0 -80.0 +BD.O -80A +BO.O -80.0 +80.0
53 118" A,B,M +80.0 -80.0 +80.0 1-80.0 +79.6 -79.6 +78.2 -78,2 +76.9 -76.9 +75.4 -75.4 +74,0 -74.0 1
UP TO 63 118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
-w-IM GLASS TYPE 38 318" 44" 60618- 83" 72' 74" 76" MEETING RAIL
48" A,B,M +80.0 -80.0 +80.0 -B0.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 AL
HT. T
50" A,B,M +80.0 -80.0 +80.0 -50.0 +80,0 -80,0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 °X' -T
62" A,B,M +80.0 -80.0 +60.0 ID.O +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +68.8 -88.8 :I-
63 118" A,B,M +80.0 -8D.D +80.0 -8D.0 +BD.O -80.0 +75.0 -75.0 +68.0 468.0 +66.7 -66.7 UP To 53118" C,D,E,F,G,H,I,J,K,L +80.0 430.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -700 +70.0 -70.0
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WW
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH o 76"FLANGED AND 75"INTEGRAL FIN) .0. MINUS
WIDTH GLASS TYPE 17118" 2211116" 28 3116" 33 3!4" 39 6116" 4417/16" 60 318" 6616116" SASH
63118" 6.E,F,J,K,L°® +80.0 -80.0 +80.0 -80.0 +8a.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT.
IMEETING RAIL
GLASS TYPES: TEST REPORTS TABLE 4. L 'x• -T
A.5116"LAMI-(1/8"A„090,1/8"A) FTL4647,4648,4723,4957
B.5116'LAMI-118"A,.090,118"HS) FTL-0647,4648
C.6116'LAMI-(118'HS,.090,1/8"HS) FTL4847,4848
D.7116'LAMI-(3/16°A,.090,3116'A) FTL4645,409.5
E.7116°LAMI-(3116"A,.090,3I16'HS) FTL-4645 PRODUCT
F.7/1V LAMI-3/16'HS,.090,3/16°HS) FTL4omAAlYb,
645 R8VI69D
m g x•Ily We Florida
G.13/16°LAMI IG-IIB°T,AIRSPACE.5/16°LAM]-(1l8'A,.090,11WA) FTL-4646,4723 O,aldi°g Cods
H.13178'LAMI IG-1/8°T,AIR SPACE,6116'LAMI-118"A,.090,118°HS F1L4848Prooce No 1�-O lq•.C{o
1-
I.13!16"LAMI IG-1/e'T,AIRSPACE.5116'LAM[-1/8"HS,.090,1/B"HS FTL4646 BY
J.13/16"LAMI IG-118"T,,AIRSPACE,7/16"LAM[-(3/16"A,.D90,3/16"A) FTL4649,4650 Nfimm °de Prmw Cw
K.13/16'LAMI IG-118'T,AIRSPACE.7116'LAW-(3116°A,.090,3118"HS) - FTL4649,4650,4958
L 13/16°LAMI IG-118'T,AIR SPACE,7/16'LAM[-3/16'HS,.090,3/16'HS) FTL4649,4650
M.13/16°LAMI IG-118'A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/e"A) FTL-5063
NOTES:1•WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. •"5Ams
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1°FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. _ ' --
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518'MINIMUM TO 38'MAXIMUM. L.
4.GLASS TYPES C.G.H,AND I MAY BE USED IN SASH ONLY '7,'.
r°m lEctwoioDv oRNe DESIGN PRESSURES ,'�.�, re^o"'• iy�:;;
N,VENICE.-75
° Ro.eoxram jc;T ALUM.SINGLE HUNG WINDOW.IMPACT "
w..a ��' NoxOws,a-grzre 1✓ulby B"ttn °"""" "" �• A.LYNNUIL�ER,1.E.
FX 9/fA15 J.J. T/L3/07 9H7/M NTS 3 d 1} --4040.20 FL P.E.#58705
53 118"MAX.FLANGED WIDTH
52 118"MAX.I.F.WIDTH
49 518"MAX.FIXED D C+I
}T DLO(ALL) '^,
— - 75'MAX
75'MAX. 75'
SEE DLO O IF• A A IF• r2l
�TABLE DHEI Hi SEE DLO HEI HT SEE DLOHEIGHT
LTABLE O j TAB
76'MAX ]II(— 76"MAX. 76'MAX
1}- FLANGED FLANGED FLANGED
38 /16" HEI HT HEI HT HEI HT
SEE DLO 7
TABLE X j SA H SEE DLO S E SEE DLO
(MAX) HEI HT TABLE X / NO 4 TABLE NO E4
J�
48114'MAX.
VENT DLO(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
111
TT B E�
I 75'MAX. 75-
1.
SI.F. I.F.
( HEI HT E+) HEI HT
SEE DLO SEE DLO
TABLE 76"MAX TABLE O j TV MAX
FLANGED FLANGED
HEI HT HE 3HT
PRODUCTREVISED
2p" 2D' w pyinE wiN unFSrld.
SEE DLO TABLE X j SASH SEE DLO TABLE X j SASH B1iLie COQ
HEIGHT HEIGHT naeV�•�+ I6'O I Qj
8 IvIi I EeP&.tc..t.1
DETAIL D DETAIL E
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH)
•::unil'f1�..
NOTES .:..pt,• :.:'..?u�;';.
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.'
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. - ,ts.'18rJ;
3.SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION. -
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. m '�•,
Imo n:cxxa�ocvoRlva ELEVATIONS
_ v.
x.vEx�ce.reams .. %OF1:d-':,•
P.O.wxI— ��ACUM.SINGLEHUNGWINDOW IMPACT
N P.OMI9,FLa1T!< Vlatby Bear '""o"' A.LYM,I IvS LLER,P.E.
AK E�1/OS J.J. saw SHID3 NTS 4 a 11 4040-10 F FL P.E.1158705
NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE OF SAS,. NOTE:BALANCE PARTS USED
MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
1 INSIDE INSIDE 9,10,11,15,16
31
¢ IV
MAX. 2.710
FAD
7,80LITE R 17
DAYLIGHT 25
OPENING
OUTSIDE
25 — MAX.FIXED LITE DAYLIGHT OPENING— —I
,— MAX WIDTH 6
SECTION A-A
OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE
23
47 50
MAX.
HEIGHT 21
2. 6
I HIGH ,m
OUTSIDE I SI 2.30
LOW
L
MAK 1
DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE
OPENING — — — — —— — — — —
68 �jnjj
710
I.F.FRAME
P�RDDUCfB5VI3FD
28 53 Plrl'a mmomOUTSIDEI BuiiMycem 16.0 4.06
AcccPL>o<c No I 202
Eapial' Dae I
6 sr
532.330' 2.648' Y�u m P mw d
52 (LOWSILL) (HIGH SILL) 63
SEE NOTE ABOVE 54 64
67
3 30 12 UONTRALIFT 69 ULTRALIFT I°• ?rt,5 l>'. "
12 G
ONLY SECTION C
SECTION 8-B RADIUSTOP
ALTERNATE HIGH SILL (HEAD DETAIL FLANGED VERSION) '
(LOW SILL SHOWN) ._
SECTIONS ^zoa;Dl,,.•':i'
PD.aCoE,LoLc8v9oruve ALUM.SINGLEHUNG WINDOWIMPCTro80i16wT .'.,',t,l.,.,,�-�d�•i••
wwoF NOKONUe M 417 Vu7by Bever Bi1f�'0 °i'e F A LYNN MILLER,P.E.
rr 7r� sB7as HBIf 5 m 11 X4040.20 FL P.E.i<58705
FJC WINS JJ. 123•D7
ITEM DWG# DESCRIPTION PGr# REM DWG# DESCRIPTION PGT#
1 4002A' FLANGE FRAME HEN) 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K
2 1 1155 198 X 1.00D QUAD PN.SMS 761PQA 61SCREEN CLOTH 61816
3 1 40032 IFLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.888 X.50D) 6533402
[13
1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X1.00D PH.BUGLE TEK 706X1
4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 112-7/16 LAN 62BV1510
4025 SASH STOP 612244 6B 4051A SASH BOTTOM RAIL(HIGH SILL) 64051
4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050
4029 SPIRAL BAANCE,3/8°,518°,OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV.
1080 BALANCE COVER,318-OR SIB" 6BALCVR916 80 A GLASS,5116°LAM),(118"A.090 PVB,118"A)
08 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS
BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5/16"LAMI,(1!8'HS,.090 PVB,1/8"HS
1085/108 SASH TOP GUIDE 42504 83 D.GLASS,7118"LAND,(1/8"A.090 FVB,1/8°A)
15 1 IfteXi PHILLIPS FLATHEAD S.STL 76X1FPAX 84 E.GLASS,7116"LAML(1/8°A.090 PVB,1/8"HS)
16 1080-1 BAANCE COVER.11116" 6BALCVR670 85 F.GLASS,7/18°LAM),(118"HS_090 PVB,1/8"HS)
17 4053 SASH STOP COVER 64053 86 G.GLASS.13116-LMA IG;1/8°7,NR SPACE,5116"LAM.(1/61A.090 PVB,1/8"A)
18 1 4029-1 ISASH BRACKET 7ULBRKT 87 H.GLASS.13116"LAMI IG;1/8"T,AR SPACE,5116"LAM!,(118"A.090 PVB,1/6"HS)
19 1 198-32XlW LG.PH.FH.TYPE F S.STL 7832X12FPFX 1 88 I.GLASS,13/16-LAMI IG;1/87,AR SPADE,5116"LAMI,(1/6'HS,.090 PVB,1B"HS)
2140542 FIXED MEETING RNL 64054C 89 J.GLASS,13/16-LAMI IG;118"7,NR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A)
23 40062 SASH TOP RAL 84006 90 K.GLASS.13/16"LAMA IG;1/8"T,NR SPACE,7/16"LMA,(3/16°A.090 PVB,3/16"HS)
25 1235 WSTP.,.170 X.27D BACK,FIN SEAL 67SIGG [Al .GLASS,13!16"LAN IG;118'7,AIRSPACE,7116"LAM,(3/16'HS,.090 PVB,3/16"HS)
Z.
1096 SWEEP LATCH 71096 92 MGLASS,13116'LAM IG;1/8"A NR SPACE,5/16"LAML(1/8"A.090 PVB,1/8"A)
N IN #8 X.625 PH.FL.SMS 7858 2.878
28 4007 SASH BOTTOM RAIL(LOWSILL) 612230
30 1226 WSTP.,BULB VINYL 6TP249 2.784
31 4008 SASH SIDE RAL 612231 .062
34 1 1268 ISASH FACE GUIDE 42501
35 1 1622 ILAMI SETTING BLOCK 3/32"X25/64"X1" 71622K 1.30
3. 5
36 1 1052 JLAIA IG SETTING BLOCK I"X314"X1116' 71052K
37 1224 VINYL GLAZ.BEAD BULB(THICK) BTP247W,K .062
38 1225 VINYL GLAZ,BEAD BULB(THIN) 6TP248K ,
41 40398 GLAZING BEAD,5116 LAM GLASS. 640398 47 FRAME,I.F.HEAD
42 404413 GLAZING BEAD,5116 LAMI W/GRILL KIT 644703 94071A,8063-T6
44 4222A GLAZING BEAD,7/16"LAN 64222 FRAME I.F.LOW SILL
45 965C GLAZING BEAD,7116°LMAWIGRILL KR 6985 48
#4072A.8088-TB
46 4067 GLAZING BEAD,13116°LAMI I.G. 64067
2.900
47 4071A FRAME,I.F.HEAD 64071 r8ovucr Rans6D
48 4072A FRAME,I.F.LOWSILL 64072 acmnpty;ne•°"5'te}T°'BD
2.374 B"iNing Ceae
49 4073A FRAME,I.F.HIGH SILL 64073 I •O 14.0
Accep�nn¢No
50 40748 FRAME,I.F.JAMB 64074 L' Dn/z i
52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM By
53 1088 SPRING,SILL LATCH(EGRESS) 78PRNG THICKNESS 4 71 Nnmi ae pmeen av+ml
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.1
55 1014 SCREEN FRAME(HDR.B VER.) 81014 ,062 NOM
56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS •,5tI1�• •/"
57 1831 SCREEN CORNER KEYW/OUTRINGS 71631
58 1073 SCREEN SPRING 7CASP ) ''�" ��•''
59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 5t) FRAME,I.F.JAMB
49 FRAME LF.HIGH SILL 94074B,6063-r6
#4W7 A,6063.76 (USED AS RADIUS TOP HEAD) Ov
e, foo TECNNomOroervE PARTSLIST
N.VENICE,FL 312)5
��ALUM.SINGLE HUNG WINDOW,IMPACT
L "
QeNtln` p.o,Box 1s2s A LYNNMILL`ER,P.E.
_� -J. NottoMis,831271 1~uibly Bever SMaO NTS 6 a 11 4040-20 F FL P.E-#58705
F.K&1/0.5 JJ. 223/07
I.F.FRAME SEALANT ALONG ENTIRE JOINT
1 Or 47 2 i�I.F.FRAME
Imo'-- 2.784--I .062 I I
OSE.ALANTORGASKE.T
2.8302.330
1.3� .062
t —1 1 6 Dr 50
OFLAN#4002A,6063-TB (-.-2.784FLANGE FRAME SILL(LOW) WELD
1.749 #4a03C,8063-T6 6 or 50 ALONG
SCREW
BOSS(2)
` I
2.710 AT HEAD AND SILL
1 1. .738 I
.082 .490 ,040
esz
�-1.451--] VIEW D D VIEW E-E
IS (1l1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
O =25 STOP 17 SAS#40 s 6M OVER _ FRAM_E CORNER CONSTRUCTION
i RUCTION
O FLANGE FRAMEJAMBB �
#4004,6063-TS
(USED AS RADIUS TOP HEAD) 11.185 I .678
1.342 1.349
�'{ 41 GLAZING BEAD,5/16"
I #40398,6°63-T5
1.978
.062 062 31 1.707 E
O SASH SIDE RAIL
. #4008,6063-T5
21 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAVLOW)
04054A,fi063HD-Tfi® 23 #4006C,6063H6-Tfi 2B #4°07,6003-T5 05� .050___&L
050 •678
1.096—� -T ®RODUZpi7lRSwREVISED
.s76 4P GLAZING BEAD,5/16" aNae mm.
#ED WI 6063-75 auildine 0"de
2.326--� Az"ptmm No I(n-O 14,0(
1.096—F+---��� (USED W/GRILL KIT) p,,p;,,� oam ,QDQI
Ds2 2.946 44 GLAZING BEAD 7/16" M�; m"r aklc"o a
94222.6063-T5 L
3.446
2.838 .683 .050 7111 i!r!II;II .
Ofi2
.678
r-1.097 ••�/r,�r,
I I 46 GLAZING BEAD,13/16"IG
=7B4 1.115-7^7� #4067,6063-T5
FLANGE FRAME SILL(HIGH) i-
O
SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7116"68 6063-TS #985 C.8°63-TS
69 ,
#4050A,BDfi3-T6 #4051A (USED Wl GRILL KIT) ^i ••G li �f
EXTRUSIONS&FRAME CORNER DETAIL
TECHNOLODV DRIVE �'� _ �
N.VENICE.FL34275
p.o.e0x, �T ALUM.SINGLE HUNG WINDOW,IMPACT r; 111
NDKOMIS.R 94714 Ubibly Better "°"1'0et °"` "` F A.LFL P.E. R.5870 P.E.
F.K eNms J.J. z2vo7 sx7Do Half 7 n ff ��404420 FL P.E.#58705
Ir
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1.ANCHOR TYPES:1-1W ELCO TAPCONS
2-114•ELCO SS4 CRETE-FLEX
SUBSTRATE: 28.603 34.603 40.603 1 46.603 52603 58.603 64.603 76.000 3-#128CREWS
ANCHOR TYPE: p U U p U U p U U p U U p U U p U U p U U p U U 2 ANCHOR LOCATIONS AREBASEDONTHE
WINDOW G L AS 3 MON Z Z M p N Z Z M N Z Z M N Z Z M p N Z Z M O N Z Z M N Z 'Z M O N Z Z
n< O`0 N L) 03 O`V nT 3 U`O�f 3 O`O a`i 3 O`U of 3 U`O�i 3 U`O N O`U HEAFOLD 812'WING DIMAXNFROM TOP CORNERS
WIDTH TYPE
C,D,E,F,G, 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 ,1_ 1 1 1 JAMBS-17172'MAX FROM TOP CORNERS
_...__ _.__. .._ __ _ ____._...._... _ __ 15'MAX FROM BOTTOM CORNERS
H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 ill!2 2 2 2 2 2 2 2 2 212 2.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 6"MAX.BELOW MTG.RAIL
19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOTREQUIRED
A,B,M ti 1-1 1 1 1 2 111 1 2 2 2 1 2 212 212 212 2 2 2 2 212 2 2 212 2 2 212 212 2I2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
___ ___._____._-_._-._ ____.__ ...._._._.._.._ .._ ... _.,___ _..._._. _t �....____ _____._..-_ NOTE 2.
H,I,J,K,L 1 21 1 1 212121 2221 2222222222)222222322212232223 332233
24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
f .__ _._. :__._..__. -_ ___.._...___.. _-i
_.._.___.,___.._ .___.__.__ ___ FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS
AB,M1 112 11i tit 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2j2 2 2 2 2 213 2 2 2 2 2 3 2j2 2 3 313 212 3 3 ARE 1'LESS.
C,D,E,F,G,._1 1 1 1 _1_ _1 _1 ._1 -1 _1 ,1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS:
H,I,J,K,L 1 2 1 2 2 2-21-i 12 2 2 2 3 tri 2 3 2 3 2 2 2 3 2 3 2I2 21-3 313 2 2_3f3 3[4 3 2 313 i14 i-3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH
32000 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE
A,B,M 112 112 TY
212 2 3 112 2 2 2 3 1r2 2 3 213 2 2 2 3 2 3 2I2 2 3 3 3 2 2 3�3 3 4 312 3 3 3 4 3r3 4 4 OF ANCHORS ORS UM SHOWNGN EN OL DO7HERW SEE WITH THE A THE
C,D,E,F,G, 1 1 1 _1 1 1 2 1 1 2 ..1_ 2 2 1___2 2 1 2 _2_ 1 2 2 1 2 MAXIMUM DESIGN
._. ..__. _.._ _ .__.._ .. _ ......._ _ __. _._ _. _.___. PRESSURE FORTH
H,I,J,KL 22II il'i 2312232322232322232323233423 333433343531344
37.000 I � RESPECTIVE SIZE
1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS
A,B,M Zr2 1 2 2j2 2 3 1 2 2j3 2I3 212 2_3 213 2�2 2T3 2 3 213 2 3 3 4 213_313 314 313 314 3r5 313 41-4 AVAILABLE
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
40.000 H,I,J,K,L 2 2 1 2 22 2 3 212 2 3 2 3 2 2 2 3 2 3 2 3 2 3 21`4 213 3 3 3 4 213 3T41 3 5 3 3 3 4 4 5 3 3 4 4
AB,M 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 11i 212 213 212 2 3 213 2j2 213 213 213 2 3 214 213 3j3 314 213 314 3151313,3141 4 5 3 3 414
PSF 79 TABLE KEY:
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
_..._. _ ._ __ .. - _-- --_--_--__...._--_- ._._ .__ - - MAX PSF
44.006 H,I,J,K,L 2 2 212 2 2 2 3 2 2113 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 415 3 4 4 5 (DP LIMITEDI 118 PRODUCTREVISM
2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 v,c pyavg.amuroFlwiaa
AB,M .._---- -- _...:._ .._.- ----- ..._._. _ .---.._._ .....__..._ _._... ._. ._ ----- - ----- - HEAD 2 0miuim coat
'2 2 212 2�213 2 2 2�3 2 3 2 2 3 3 2 4 213 3 3 3i4 2 3 3 3 3 4 213 3 4 315 3 3 314 4 5 314 415 A—pianmNvl
PSF 79 79 JANE ABOVE 2 3 ,Dmv 2I
V
MTG.RAIL
C,D,E,F,G, 2 2 2 -2,_2._.2-.,_2.__2 2 2 22 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Mame vav proam Coo,.w
48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 313 3 4 2 3 3 4 314 2`3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 416 3 4 515 MTG.RAIL 1
A,B M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
2 2 2�2 2 2 2I3 212 213 3�4 213 313 3j4 2 3 3 4 314 2I3 3jq 3 5 313 314 315 313 415 416 314 5j5 (FULL DP)
PSF 72 79 78 HEAD_2
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3
,y
53.125 H,I,J,K,L 2 2 2r2 2 2 2 3 2 2 21 3 3 4 2 3 3 4 3 4 2 3 314 314 3 3 314 3 5 313 414 416 3 4 415 416 314 5 6 MrG'RAIL `
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JANE BELOW _
1:2
...._. ..._. _ _ __._ _. _ _ .. ._.__ � _
A,B,M 2 2 2i2 2 2 2 3 2 2 213 3 4 2I3 314 314 2 3 3 4 3i4 3 3 314 315 313 4j4 415 3I3 4 5 4�6 3 4 4 5 MSG.RAIL }� 6/r+t�6
(,..
0)OECNUVE Um ANCHORAGE SPACING,1/1 WINDOWS
N.VENINOLOGYDCE,R31Y75 ',�?fes....,1 �,,YS';:,•'`
p.o.eox,aae �— ALUM.SINGLE HUNG WINDOW,IMPACT A LYfIR}ULCER P.E.
Par�su NONOMI5,R312r9 V.,ibly Better B r i! 404420 F F_P.E.#58705
FIC 7R ffl5 J.J. T23/07
t
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6, ANCHORAGE NOTES:
1.ANCHORTYPES:1-114'ELCOTAPCONS
WINDOW HEIGHT 2-114'ELCO SS4 CRETE-FLEX
SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 3-#12 SCREWS
ANCHOR TYPE. ❑ U U 0 U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U p ANCHOR LOCATIONS ARE BASED ON THE
WINDOW GLASS c,0 z zM0 z zm0 Z z+!O z z z zc�0Nz Zn0 Z ZlzO z z
N �O ❑NQ�O"O!�kO�O�i �OON �O'O�+ O�Oci �O�Ocig�O�O FOLLOWING DIMENSIONS:
WIDTH TYPE $ U U 5 U U $ U U U U U U U U U U S U 0 HEAD-18112'MAX.FROM TOP CORNERS
C,D,E,F,G, 1 1 1 1 _1_ '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171l2'MAXFROMTOPCORNERS
_ _ _ _ _ _._ __ __ _._. ._....__. .... __.._..__ _._ _ __ 1S MAX.FROM BOTTOM CORNERS
H,I,J,K,L -1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 212 2 2 2 2 2 2 2T2 2 2 2 2--2 2 2 2 2 3 2 2 2 3 2 3 2 ill 31-21 S MAX BELOW MTG.RAIL
19.125 1 1 1 _1_ 1 1 1 1 1 1 1 1 1 _t _1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED
A,B,M .1 1 1 1 111 2 2 2 1 212 2 2 211 212 212 2 2 2 2 212 252 212 8 2 2 2 212 312 2 2 3 2 3 2 2 2 3 2
3.INSTALL PER THE ADJACENT TABLE ANCHOR
PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2.
_
24.000 H,I,J,K,L 1 1 1 1 1 1 2r2 1 1 p p 2 2 2 2 2 2 2 2 2 2 2 22 2 2 3 2 i2- 2i 2 3 2 2 2 3 2 3 2 2 2 3 2 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 i FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS
A,B,M 1 1 TI-1 1 1 2T2 1 1 2 2 2 2 2I2 2I2 2 2 2 2 2 2 2 2 212 312 312 2 2 3 2 31212121312 3 2 2 2 3 2 ARE V LESS.
PSF 6B 77 5.DESIGN PRESSURE LIMITATIONS:
C,D,E,F,G, 1 1 1 1 1 1 1 _1 1 2 1 1 2 1 1 11 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WRNA
32.00❑ H,I,J,K,L 1 1 1 1 1 1 -2F2 2 2 2 2 2 3 2 2 212 3 3-2113[3 3,3 3 2-3-11-3 313 212 3 3 4 3 3 2 4 3 4�3 3 2 413 BOLD ITALICIZE
D VALUE ABOVE THEM,INDICATEA
1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M -- - - -- -- -- - - - ------------ __._ OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
1 1
]ILE 1 1 212 2 2 2I2 2I3 2 2 212 313 212 313 313 35 3 3 3 3 2 2 3 3 413 312 413 413 312 413 MAXIMUM DESIGN
PSF 59 67 79 PRESSURE FOR THE
RESPECTIVE SIZE
C,D,E,F,G, 1 1 1 2 _7__1 2 1 2 2 _1_ 2 2 1 2 2 1 .2 _2_ 1 _2_ 2 1_ 2_ AND GLASS TYPE IS
37.000 H,I,J,K,L 111111222222232223382233333343333233433243443243 AVAILABLE.
ABM 1 1 1 2 _1__ 1 _2 1 2 2. _7 2 2 1 2 2 1 2 _2 1 2_ 2 _1__2_
1 1 1 1 1 1—2F7.2 2 21-2 213 2 2 21 3 3 3 212 353 3 3 3 3 4-53 313 3T2 313 4 3 3 2 4 3 4�4 3T2 413
PSF 54 79 62 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2
40.000 H,I,J,K,L 11111122212 25221321233332123134333433133134344334134143353
ABM 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
1 1 1 1 1 1 2 2 2I2 212 253 2I2 3I3 3I3 2I2 313 4I3 3-3 418 3 3 813 413 4 4 3I3 4,3 414 3I3 5I3 TABLE KEY:
PSF 49 79 56 79 79 MAX PSF 1
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 117 YRDDUC.T RbVISm
44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3 3 2 2 3 3 3 4 213 313 4 4 313 4 3 4 4 3 3 4 3 4 4 313 413 4 4-31'3 5 4 �,�umply'n,.imwrlo#m
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �� 3 °"'E,o&I O 14:GG
A.B,M _ .. ._ --- -. _ ... _-. _ .. ...-_ - ---- JAMB ABOVE 3 3 A o" oN
1 1 1 1 1 1 2 2 2 2 2 2 3 3 212 3T3 3 4 213 3 3 4I4 3 3 4 3 4 4 3 3 4I3 4 4 3 3 413 414 3�3 514 MTG.RVE
PSF 45 74 51 74 79 79 JAMB BELOW . . e,mim.!
G,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 ,2-...2. _3. __2_ 2 !
48.000 H,I,J,K,L —1F1 1 1 1 1 2 2 2 2 2 2-31-3 212 313 314 31'21 313 414 3 3 414 414 3 3 4 4 4 4 4 3 5 4 414 413 514 MTG.RAIL.
2 2 2 2 2 2 2 2 2 .2 2 2 3 2 2 2 2 2 _3_ 2 2 3 2 2
A,B,M 1111112221 222332I23133A 313334I43134I4414S134144443514414435I4 I.FU- LLDP)
HEAD 2 .�".
41 67 46 67 76 79 '•,t''t!^--�_�"~_;
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 _3 3 2 3 JAMB ABOVE 2 2
[7�e
1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 44 4 4 313 4 4 5 5 4 3 5 4 5 5 4 3 5 4 MTG.RAIL c:^.r:•,
JAMB BELOW -
2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 _3 1 '�
1 1 1 1 1 1 2 2 212 2 2 3 RAIL
5 3I3 3;3 414$13 4 4 4 4 3 3 4T4 4I4 3I3 4I4 514 4 3 514 5 4 4�3 5 4G• ',''.. y/6 .;
_ :.,
ANCHORAGE SPACING,STANDARD VIEW ''-'`:":�' '`•<- <
,wo TecNNOLacr orsrvE� �
° P.o.Eox,rm �— ALUM.SINGLE HUNG WINDOW,IMPACT A.'LYNN MILLER P.E.
NOKOMI5.0.111!< t2,ibly 9ettel
�F-w 7QB/OS J.J. A=7 s. NTS 9 +11 4040-20 F FL P.E.#58705
! I
ANCHOR QUANTITIES ABOVE MEETING F2AIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WWDOW FiEIGHi MINUS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES:1-1/4'ELCO TAPCONS
SUBSTRATE: 17.125 1 22.66828.211 33.754 1 39.286 44.839 50.382 55.925 2-1/4'ELCO SS4 CRETE-REX
ANCHOR TYPE: ❑ U U O U U U U 0 U U O U U U U o U U ❑ U U 3-912 SCREWS
WINDOW
GLASS O z 2 e7 O 2 z 1?O Z Z m 0 z Z M O,„z_z M O N z Z m O N z_z m o,„z_z 2,ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
N NO ON `�O ONONO ONO NO ON p ON O 0 O O�`T O O DIMENSIONS:
WIDTH TYPE U U > U U 3 U U U U g U U U U U U U U HEAD-1812'MAX.FROM CORNERS
19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-1712'MAK FROM TOP CORNERS
KL j j 1 2 2 2 2 2 222 2 2 2 2 3 2 3 3 2 3 3 3 --3 1112'MAX ABOVE THE MEETING L
D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V MAX BELOW MTG.RAIL
24.000 _ -I--__..._....,_.__....__. ._...... ___ .___._...._ _._... —._ 15'MAX FROM BOTTOM CORNERS
K,L j- 1- 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 is,
D,E,F,J, 1 1 1 1 1 1 2 1 1 2. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINETREANHCOR QUANTITIES FOR CUSTOM
32.000 ___..__.__ —..._._..--.._.____. __. ____.___. __.__.__.__ __..__. _—. VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
KL 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIAOF NOTE 2.USETABLE7.FOR
PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW.
37.000 D.E.F.J, 1 1 1 2 1 2 2 1 2 2 1 _2 2 1 2 2 1 2 2 1 2 2 1 2 4,AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
..._._._..._._. ..__...._ ._._._.._. ... _.._._._______.—..___. ___ .....___.. ._ .__. WINDOWS ARE 1251•MIN.TO 38'MAX.
K,L j 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 6 5 1 4 1 5
PSF 79 79 79 79 S.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE
40.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2,-_2.._ 2_-_2...._2_..__2 2 2 ..2.. 1'LESS.
K,L j 1 1 22 2 -3 3 3 4 3 4 4 3 4 4 9 5 4 4 5 5 4 8 B.DESIGN PRESSURE LIMITATIONS:
PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2]2_1_2_ 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
KL 1 1 1 2 2 2 3 3 3 q 4 4 4 3 5 4 3 5 5 4 6 5 4 6 SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN
PSF 78 79 70 79 79 71 79 73 76 PRESSUREFORTHE
48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND
_ _.____._._.._.... _._.. .,.. .._._._..—.. _..___......__. ._. GLASS TYPE IS
K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 B 6 5 6 AVAILABLE.
PSF 71 79 63 71 79 64 74 66 77 69 68 TABLE 7.KEY:
53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3
__. ..._.._....... .. . ._.. .__ ... _ ..3 MAX PSF
K,L 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7
(DP LMWTED) 112
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. FEAR 2
TABLE 8. 'A�ABOVE 2
SASH HEIGHT MTG.RAIL
SUBSTRATE. 12.776 15.778 1 18.778 1 21.776 1 24.776 27.776 30.776 31.108
ANCHOR TYPE. ❑ a o ❑ o o ❑ o ❑ ❑ o o ❑ o o ❑ o o ❑ o o ❑ o o F(ULL DP)
o Nz�zmoNz�z Flo Nz zmo,,,z�zMo„,z zmorz�z R❑,„z z.n z,z HFAD 2
WWDOW N O ON O ON O� of O'- N O,❑ci .z O --
WIDTH g o o o o g o g N g o c4 c� n g o 0 o o JAMB ABOVE 4.. PRODUCTREVLsm
19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MTG.RAIL we plying with Rn Flod a
24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Rnilems cnar
Acceplm¢nal •O
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 19mi. 21
TABLE 8.KEY: °;�,; a�Poeana�any
3z6DD 79 lJ
2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4
E44
0 74 MAX.PSF
2' 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LNNTED) 112
0 fib 78JAMB BELOW 2 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RNLD 63 72 792 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DPe5 73 58 66 72 JAMB BELOW 2 r '
2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL
o� Imo TECHNOLOGY ORrre ANCHORAGE SPACING,CUSTOM VIEW
N.VEMCE,FL0am6 AC3_ ALUM.SINGLE HUNGIMNDOW IMPACT _ '�.;r�.I".•���;
ALYNILLER,P.E.
_ _ NalloeoS,rtoma V-*B«rcr sx7m NTS 1 10 >11 4040-20 F FL P.E.958705
F.K. 729N5 J.J. 223Po7
/'�1L--',EXTERIOR INTERIOR NOTES:
(AIL HEAD AND SILL DETAI� WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADS COUNTY
1-3/4'MIN.EDGE (SEE NOTE 2&3) APPROVED 114'ELCO TAPCONS OR 114"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM
CONCRETE ANCHOR WOOD BUCK 2.FOR WOOD APPLICATIONANCHOR TO CONCRETE S IN M AM DADE COUNTY,USE#12 STEEL SCREWS(G5)OR
(SEE NOTE!8 3} (SEE NOTE 4) 1'MIN.EDGE 1/4"SS4 CRETE-FLEX
3w"5 KSI MtP1 __}_ 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
CONCRETE ..1 316°MIN.,1/4°TAPCON 4,WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
-t3/4'MIN.,114-CRETE-FLEX TOTAL THICKNESS IS LESS THAN 1 112".1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
OPTIONAL 1x o t 318. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2.ARE
WOOD BUCK C-3 MIN. 1112 THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
(SEE NOTE .-_t,_ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION,
5,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
114° 1/4° 6063-T5 AND A MINIMUM OF 118'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAX- OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHIM MAX SHOWN IN THESE DETAILS FOR a WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET
DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE
MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS
TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. APLAN09DFRAME COMPONENT MAYBE SUBSTITU'IEDFOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN
1 114 _ MULLED APPLICATIONS IT 15 EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
1 MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT,
MIN. MIN.
114'MAX.SHIM 1--- 114"MAK SHIM�� 6.ANCHORS ARE NOT REQUIRED AT 77iE SILL OF FLANGED UNITS.
n —T
7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
,,1.314'MIN EDGE U t"MINt.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF RBC CURRENT,
EDITION.
hp{, CONCRETE ANCHOR, WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETING
RAIL_(SEE NOTE 1&3) RAIL(SEE NOTE 2&3)
3.35 KSI MIN.CONCRETE INTERIOR
OR 15 KSI MIN.CMU (ALL JAMB DETAILS)
EXTERIOR
Alx BUCK OPTIONAL WITH SOLID CONCRETE 2z WOOD BUCK
OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114' SW MIN,EDGE
2.1/2'EMBEDMENT MAX.--»-
SHIM 114"
O COD FRAME MAX. RRDDUC7REWSED
WOOD FRAME SHIM
—_I. bm:plying:ri:A UW F(a'x14
`� ❑.,,!p aCode
,131"DIA MIN. 516"MIN,EDGE A�p' I�°`O��'• (
Expin,tan Daae
2-12"EM EDMENT z 212'NAIL,
.131'DIA.MIN. AT CORNERS
x212'NAIL, AND 5'O,C. Minmi ada P.oaucl
AT CORNERS WOOD FRAME
AND 5`0;!. 5/B"MIN.EDGE
—� .131 CIA.MIN.
V4" x212'NAIL,
HM ATCORNERS
AND 5°O.C. Z-12'EMBEDMENT
DETAIL F (HEAD) DETAIL E.(JAMB) DETAIL G,(SILL)
TYPICAL INTEGRAL FIN ANCHORAGE ul is 6
1maTEGwowOvonrve ANCHORAGE DETAILS .,,,,,i l o.;.,• `u,;I:o:'',::'�`
H.4FNIa'E,A392I5 � �r+y..�... .
F — ALUM.SINGLE HUNG WINDOW IMPACT
P.0.00X 1628 _ '
xoxonaS,naevx 1~u;yy Rcrra ®1 ALYNII�IIIIER,P.E.
FK x1/03 J.J. TlL107 SMdO- N79 1 f r 1 i dtJd020 F FL P.E.#56705