HomeMy WebLinkAboutProduct Approval t
OCT 2 12016
MIAMI-DARE PEW,41TTMG MIAMI-DADE COUNTY
St. 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(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"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., 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 I 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.
NOA No.16-0629.14
MIAMFDADE CO� Expiration Date: February19,2019
' 7 J2�jjrp Approval Date: August 04,2016
/ 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,Duraseale 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.ChanP.E.
P
(Submitted under NOA No. 03-1105.01)
Man el�Peez,P.E.
Product Co troaminer
NOA . 0629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1
r
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 .E.
Product Controlam er
NOA No.1 9.14
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-5t1'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. ITL-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 Exa finer
NOA No. 629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
STANDARDS USED:
GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW •ASTM E13OD-09
•ANSIlAFBPA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE 8 SMALL
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO *ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA 0AISIS100.07/S2-2010
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH
HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 48'BUCK WIDTH 48"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114"VISIBLE 45.1/4'VISIBLE 45.1/4'VISIBLE
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH wPRODUCTREVISED
hft
a9"plying with the Florida
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD --►{ 6"MAX.. —y 6"MAX. F,SHEET 8 2"MAX. Bw7dingle'de
LITE CAP MUST TEMPERED. B,SHEET6 D,SHEIT7 H.SHEET9 Aoceptante No��O' 2C,
(CAP) E]tpimlje0;I3sts_
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, By
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I I Miami Fbahfsl
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY A I I C E,SHEET 8 I E,SHEET 8
A
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SH CET 7 i SHEET 7 96' G,SHEET 9 i G, HEET 9 a
HEIGHT BUCK
4)ALL WOOD BUCKS LESS THAN IX WOOD CK ARE
ARE
—I ____ ________ m
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE 1 r I{ r HEIGHT T �JR-OS/05/16-ADDED SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. J— i 92-1/4' -1 I 1 I 93-114" a WITH SPACERS 8 MOVED PARTS.
WOOD BUCKS DEPICTED AS 2X ARE 1-1@'THICK OR 12'MAX• I VISIBLE 12'MAX. i 83.1/4' .7— VISIBLE
LIGHT
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX I HEIGHT
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C.
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / g6• I / HEIGHT I / 9C SLI Y, 0]
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO I '^
> N a
HEIGHT
ARCHITECT OF RECORD.(AOR). I TIP I r-
HEIGHT o
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 1 I I I ND WALL DRESSING OR STUCCO.USE ANCHORS OF }n "? alpa O °NQ
SUFco
BEYFICIENT ENT EMB�MENT.NARROW JOINT SEALANT IS USED 1 I 1 I I _J3 W N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION rn o t r
ANCHORS SHOULD BE SEALED.OVERALL Z lJi. cq LL CD Z u v0 ❑
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6" B�{ 12°MAX.O.C. 8" —D—� �— 12'MAX.O.C. F.SHEq =LL W
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEETS MAX SHEET 7 2"MAX H.SHEET 9 U U X S2 6 O
THE SCOPE OF THESE INSTRUCTIONS. 5'MAX O.C. W Z 02 v j 'aN
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o w -Y O Z �Mo
8)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR I`—
00 V Z O
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o Z D:Z rn O
LL
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING Q
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE v ...1
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J
-J W
THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK QLLI
GUIDE TO SHEETS: . AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. m U) .6 lae44
7)DESIGN PRESSURES: GENERAL NOTES........................1 f ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O•C.MAX.FOR ALL CURVED FRAME ® in Z co co
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 /T MEMBERS,SEE FIGURE 1,THIS SHEET. F
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................25 0 ~
� O O Z
E1300. DESIGN PRESSURES..................2-5 12"0.C. WIDTH Imo-WIDTH--I �_WIDTHI If WIDTH 'j Q Z Z alo>S
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / 7-r-—— 1 T -I T I— -� r , cV N
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 / T T T 0
ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........8 / / / ,�j ,�j Fx (Y ❑ n
INSTALLATION,INT.FIN B...........9 'I`Li / W y/ I W f'/ 10 9� S2 v X W
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" x l I = I x I x I I LL O a O.
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MA 1 - -.sa
TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS PARTS LIST...................................11 1 i 1 L J L— —_J ant p saua5
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS /
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR F�WIDTH�I I'�WIDTH Imo-WIDTH--i WIDTH •�� NY LY1VN 1/",
i
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: —— —
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE Sh# I I � + . LICEP,1s�••�!�
* Deaodp£wn
SHALL MEET THE REQUIREMENTS OF THE FLORIDA q��i �yO Y"f
BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Lem)3116'An-.000'PVB-3116'HS) 2 w ," w w r w ��o.sar0
2 7116'Leml 3116'HS-.0911'PVB-3f16'HS 2 x x1 x I I x 5
9)REFERENCES:TEST REPORTS FTL-3835.3850 8 7212; 3 1-iH8'Laml.IG(3116'T-7116'Ah-3116'An-.090'PVB-3/16'HS 3 l 1 1 L.— —J 1 L J `-S7 _ cc _
ELCO ULTRACON NO&ELCO CRETEFLEX NOA;ANSI/AFBPA 4 1-1/16'Lemi.IG(3116"T•7116'Afr-3116'HS-.090"PVB-3116'HS 3 . a (O
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTH '-- WIDTH+{ I-r WIDTH+I F—WIDTH+{ O
5 7116'Leml N6'An-.D90'SG.3116"An 4 I'�— — — ;n� �TA7E OP y
MANUAL. 8 7r18'Laml 3116'HS-.090'SG-3116'HS a T�——— ———� �r— T F_ -�r— - � '•. ` • �
7 1-1/18'Lertll.IG /16'T-7118'Air-3116'An-.090"SG-3/16'An 5 F, i�,LS`S•••.�K......•'•,,``
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820IDA
_ y/t/ �� �O 9 1�1C7�ti•,
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES B 1-1118'LertIL b 18'T•7116'Air-3118'HS-.090'SG-3116'HS 5 m ,�/ % w I I w / /f,J
1 v /1 ,L
MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG"='KURARAY SENTRYG�S INTERLAYER'BY KURARAY AMERICA,INC, x x I x I I x I 1
'PVB'_"KURARAY BUTACRE PVB INTERLAYER'BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E.
1 P.E.p 58705
TABLE 2:
Window Design Pressure(+h,psf)farGiass Type 1
67.71E 1 72 78
Lm9 Side(In) 7116"LAMINATED
80 84
88 92 98 100 104 109-112 GLASS STACK I
30 +1-80 .1$0 +1$0 +/$0 44.80 +/$0 1 +1-80 +1-80 +/-80 +1-80 +4.80 I
32 +/$0 +1.80 +1-80 41.40 +180 +/-80 +1.80 +1-80 +/-8D +1-80 +1-W ,090'PVB INTERLAYER
34 x1.80 .1.80 +-8 +l
0 +1.80 +IBo +l-80 $0 +I-8D +/-8D +!•79.8 +/-79.4
36 +14M +1.80 +/-80 +!$D +180 +/-80 +1-79.7 +/-77.2 +745.1 +7.73.4 +7-72,2 3116"HEAT STRENGTHENED GLASS
38 +1.80 ./$D +1.80 +l-80 +1-80 4/-78.1 1-75.2 +/-725 +1-70.3 +/$8.5 +1-68.3 3/18"ANNEALED GLASS PRODUCT REVISED
40 +1$0 +1$0 +!-80 +t-79.8 +71-77.2 +t-7d.3 +1.71.3 +1$7.9 7/$5.1 +1$34 +1-81.6 0".Plying; it dw Rmib
`( 11 - ETui(diaB Lode
tA
42 +l-80 +l-80 -1$p +1.71.4 +1.74.3 -1-71.3 +/-88.2 +1.847 +!$1.6 +IS9.8 +I5B.2 8.0diA=PgC No
5 44 +1$0 41.40 +t-7B.9 +7-75.4 .71 +!$8.9 +145.6 +/$22 +139.7 +/57.5 USED AT CURVED -mfg , M 1Q
48 M$0 -1$0 +1.77.2 +/.73.6 +1.70.1 +1.658 +1.83.5 +1.803 +1-577 FRAME MEMBERS ONLY 29 518' r 1
v 48 +1.80 +i-79.3 +1-T5.6 +t-77.4 +l-68.3 +1.84.9 "-6" +1.582 Q 11-718.D.C.MAX. GAS�� f•"+- LONG SIDE By
50 +l$0 +1.77.5 +1.74.7 -1-70.3 +1$8.7 +l-83.1 -1-59.7
-7•- Mi a Product Con
52 +/-79.7 1 +145.6 +1-724 +148.8 +1-65.1 +1$1.5 1J }
54 +1-77.4 +1.73.8 +1.70.5 *I-B7.3 +l-63.5 SHORT
58 +l-75.8 +l-72 +1-88.8 +/-65.3 EXTERIOR SIDE
58 +1-74.2 +1.74.3 +/-BB.O r-( 20 13
60 +l-727 +188.7 +185 r m
sz GLASS TYPE 1
66 +1$83 >
61-7/B +/$7 LONG SIDE -►� a
NOTES:
¢ Y
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BSHORTman
BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
(a N h a7eQ p co
TABLE DIMENSIONS MAY BE C7 4 v co , d
ORIENTED VERTICALLY OR O� m t9 o Z 0 n
HORIZONTALLY AS SHOWN. Z LL uu•1 W m -i -- Q
TABLE 3• x DI 0- r W
VU X� o 0
Window Design Pressure{+h,paf)for-Glass Type 3 o Z O Y v = orr
F•-W O U' 6M0
LmSide(n) t-> p p Z `�
g .-
67-7/8 72 76 80 04 88 92 98 100 104 149-V2 1-1/1611,10M. Q Z a Z W LL
p
30 +1$0 +1.80 +1-80 +!$0 +1-80 +1-80 +1-80 +/-80 +1-80 +150 .1-80 GLASS STACK 7/16'LAMINATED J N
32 +1$0 +1-80 +1.80 +1-80 +1$0 +1-80 +1-80 +t-80 +1.80 +1.80 Wso GLASS STACK
34 +1-80 +IAO +1.00 +1 A0 +!-80 +/80 +1$0 +/-80 +1-80 +/-8D +1-80 3116'HEAT
STRENGTHENED GLASS -r•� SHORT laayg
3 +1$0 +!-80 +t$4 41-80 41.44 +1.84 +f$0 +LAO 41.40 +1.80 +fAO 3116'TEMPERED GLASS SIDE Z
38 7/-0 +1$D +7.80 .1-80 +180 +1-80 +1-80 +1-80 +1-79.4 +1-76.4 .1-74,3 3116'ANNEALED GLASS � 49 Z
40 +t$4 +1-80. +7.80 +1$0 t/-80 -1-80 +/-80 +/-76.7 +t-73.S +1-70,9 41.49 7/16"AIR SPACE .P� O
42 +1-80 +1-80 +1.80 +180 44 +l$0 +1.77 .7-73.1 +!$9.5 +/66.9 +1$5.2 INTERLAYER Q Z � alnag
E 44 +1.80 +1-80 +1.80 +i-84 +180 +4-778 +1•74.1 +7-70.3 +7$7.5 +1.63,9 11 u.
48 +1$0 +1-80 +/$0 +1$0 +l-79.2 +i-754 +l-71.1 +/-68.1 +7.65.1 a-
LONG LONG K Q (7 n
48 -1$0 +/-80 +/$ 0-1$0 +/.77.2 -1-733 +1$9.5 +!$5.8 USED AT CURVED �j
ap
00 +/A0 1 1-80 +1.80 +1.79.4 +/-75,3 +7.71.3 +1.67,5 FRAME MEMBERS ONLY 29 5t8" fJ SIDE W 3:3:
E 52 -1-80 +1-80 +1$0 +1.77.7 -1•73.5 +1$95
to
@5d +1$0 +!$0 +t-79.8 +1.78 +1-77.8 11-7/8'O.C.MAX. GLASS SITE x W D_a
fl
58 +1-80 +1$0 +1-77LL.5 +b73.8 1"3 and 'asap sauag
58 +1$0 +1-79.4 +1.75.4 EXTERIOR
60 +1-80 +1-T7,6 +1.73.5
62 +1$0 +1.75.8 a 7& 21 13
64 +/-78.8 +7.74 SHORT
06 +1-77.2 SIDE
87.718 +1-74.9 GLASS"TYPE 3
NOTES:
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
,f
A LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure(+l•,pal)for Glass Types 2&4
Vol
Side(m)
67"718 72 76 80 84 88 ___9_2___F_96 100 104 109-1/2 112 1 116 120 124 128 132 130 140 1 U44-
30 +/$0 +/$4 +1$D I +1.80 +1$0 +t-8D +1-80 1 +/.80 +1-80 +1$0 +J$0 +1-80 +1$0 +1$0 1 +/-8D +/$0 +1.80 +J-80 +J-80 -1-8032 +/$0 +I$0 +l430 +/$0 +1_80 +!$0 +/$0 +J-80 +1-80 +1$0 +l$0 +1$0 +!$0 +1$0 +1.80 ;71. +/$D +/a +/-80
34 +1.60 +/$D +/$0 +1-a0 +!-OD +1$0 +1$0 +1$0 +1$0 +1-80 +/$0 +1$0 +t-88 +1.84 +1.80 +i$D +t$t} PRODUCT REVISED
38 +1.80 +1.80 +/$0 +l$0 +1.80 +l$D +l$0 +1$0 +1-80 +1-80 +/$D +/$0 +/$0 +1.80 +!$0 +/$0 asoau�plyiogWifhdmFloridn
38 +1410 +1$D +1-BO +!-8D +1•e0 +!$0 +/$0 +/$0 +I-w +t$0 +t$0 +t�0 +1$0 +1$D amidmg Cada
40 +!$0 +1$0 +!$0 +1.80 +/-80 +I$0 +1_80 +1.80 +1$0 +1$0 +/$0 +/$p Aaceplanooa�'
tA-
42 +1$0 +J$0 +t.80 +/$0 +/$4 +1$4 +t-8D +1.80 +t$D +1-80 +1$0 'miiaa
44 +1$0 +1.80 +1.80 +1.80 +/$D +1430 +/$0 +1.80 +/.80 +/$0
46 +1$0 *1.84 +7$0 +7$0 +/$0 +!$0 +t$0 +t$0 +t$t3 By
v 48 +!$D 1 +1.80 +1$0 +1$0 +/.80 +1$0 +/$0 +1-80 Miami 6a
m 50 +1.90 I +1.80 :t$0 +!$D +1_80 +/$D
52 +1410 I +1.80 +143D 1 +/-80 +/$0 N-79.1
v' 54 +1.80 F+t.8q +1.80 +1.80 +t-78.0
56 +/$D +1.80 +1.80 +1-79.1
m
5e +1$0 7/$0 +1430
80 +!-BO +/$0 +1.79.3
62 r!$0 +1.80 v
04 +t43D +1.80
66 +/430
arm +1.88 _
NOTES: W t+7 Y
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT t•FROM THE TIP-TOP DIMENSION TO DETERMINE 7HE BUCK DIMENSION. a naa
�TI
2)FOR SIZES NOT SHOWN,ROUND UP T4 THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 v Q
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (}9 to N a� C
-1 J o L
Z LL tU LL (D ? umwp
VL) }S07 6 0 `4
TABLE DIMENSIONS MAYBE ro w YO Q Oma
GLASS STACK ORIENTED VERTICALLY OR t• C) Z
7/16'LAMINATED JJi6'LAMtNATED. p Q Q
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. Z n.Z H w
LU
.098"PVB INTERLAYER 3/16"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS LONG J _j Q
3116"HEAT 3116'HEAT STRENGTHENED GLASS SIDE .J Q
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090'PVB INTERLAYER �- LONG SIDE / Z LLI /eayg
4 11 17 SHORT
USED ATCURVED USED AT CURVED 5 SIDE O Z
FRAME MEMBERS ONLY 28 S/8• FRAME MEMBERS ONLY 29 5!8• SHORT u Z W ejo s
@ 11-7/0'0.0.MAX, GLASS SITE SIDE O_
1 @ 11-7/8"O.C.MAX.1� GLASS BITE a Z r C)
a CD
w
EXTERIOR EXTERIOR -- LONG SIDE -�j X w a a
<D 20 13 c] $ D
21 13 U- ,saa se1,a
GLASS TYPE 2 GLASS TYPE 4 SHORT dr LONG
SIDE SIDE
J�
LL
A.LYNN MILLER,P.E.
P.E.H68705
TABLES:
Window Design Pressure(t0`,psf)for Glass Type 5
Long Sidepn 7116"LAMINATED
67.7/8 72 76 80 84 1 88 192 98 100 104 109-112 GLASS STACK
30 +901_125.4 -901.120 +901.115.5 ;90`-111.5 +901-108.5 +901.106 ;90'-104.5 +901-103.5 +901-1025 +901-100.7-+90/97.9
32 +901116.9 +90'-1108 ;901-105.3 +96'-101.6 +907_9&7 190`1.95.7 +907.923 +9pf_g08 +991-903 -/.89.9 +1.89 *G--
090'SG INTERLAYER
34 +901.108.9 +901.103 +901,98,8 +90`.95.1 +901.91.8 +J-8fl2 +1.84.4 +1$1.5 ;50.1 +1.79.8 +/-79.4 NNEALED GLASS
36 +901-1028 t91Y-97.1 +W.928 +!-SB.9 +!$5.5 +7$26 +1-79.7 +1-77.2 7!•75-1 +1414 +t-72.2 3/16"ANNE
38 +901.98.4 +90'-922 +f-88.7 +/-83.2 +1.80.7 +1.78.1 +f-75.2 +1.725 +/-70.3 +1.68.5 +1.66,3 PRODUCT RBV)SED
40 +g0`!-94.6 -158.2 +1-828 +t-79.8 +7.77.2 +t-74.3 +t-77.3 +7.879 :1.85.! +1.83.4 +tit. 4 m complying with dw Fimidu
42 +901.91,3 +1-84.7 +f-80.7 +/m7.4 ;1-74.3 ;/,71.3 -/.68.2 +1.64.7 a1A1.6 +159.8 +!58.2 SniidatB Code
44 +!5&3 +1-62.4 r1-78.9 +f- USED AT CURVED Aaoeptanm No
75.4 +(-721 +7.8&9 +/556 +1$22 rlS9.7 ;575
48 +(.854 +l-80.8 +/-77.2 +/-73.6 +1-70.1 +11188 +/•63.5 +f-80.3 +157.7 FRAME MEMBERS ONLY (29
48 +1527 -1-79.3 +l-75.8 ;-71.9 -1-68.3 +1.84.9 ;-81.5 +158.2 (�11.7/8°O.C.MAXBITE LONG SIDE f.- By50 +/-80,9 +1-77.5 +1.74.1 +1-70.3 +J-88.7 +/-83.1 +159,7 1-3 144mi Prodtck52 +1-791 +/758 +1.724 -1-688 +IA51 +t-61.554 rt-77.4 +1-73.8 +J-70.5 +7$7.3 +1-63.5 EXTERIORSNORT
58 +I742 +172 +I-688 +!1153 SIDE �
58 +!-7d.2 +1-70.3 +I-N.8 ...._�-....
80 -I-727 -158.7 +IAS m
62 +171.2 +1-67.1 GLASS TYPE 5
84 +/-697 -1.65.5
67-718 +/117 F+- LONG SIDE -•►j
NOTES:
1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT W X Ot
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE } a co •nay
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN 7HE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. + It
4)THIS SHEET APPLIES ONLY 70 FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS. O `�'
v
C'1 O
N h °leo NN
TABLE DIMENSIONS MAYBE O A C4
ORIENTED VERTICALLYOR O-1 rn Z �a
HORIZONTALLY AS SHOWN. Z u- ![u) d 0
J uMolO p
UV X
TABLE 6: LU
Z m 0 co = oN
Window Design PreSBUre(+f,psf)for Glass Type 7 f o O dud
Ling Side(n) o 0.Z _O r
67-718 72 78 80 64 88 92 98 100 104 109-112 1-1116'NOM. 1-- W W
30 +W430 +901-130 +90`.130 +901-128 -901.122.6 -9d-119.8 +901-11&1 +901.117 -W-1158 +9611!27 +90`.109.9 aQ
GLASS STACK 7/16"LAMINATED J Q O
32 +901.130 +M-1251 +901-118.9 +90`-114.8 +901.111.5 +90/-108.1 -901-104.3 +gpf-1024 +gpl-102 +9N•101.4 +9D'-99.7 Q
34 +901423.1 +90411&4 +901411.7 +9(Y407.5 +901•103.8 +901.99.7 -90!-95.3 -;79-WW- GLASS STACK
• 1 +90190.5 +1.90 +/-89.6 SHORT L_ ~
38 +901.118 +90/-1098 +901-104.8 +90`.100.5 +901.968 *901.93.3 +1.90 ;-873 +!114.9 +1.82.3 +1.81.2 3/16'ANNEALED GLASS r,- °m' 0) W 7334S
38 ;907-1112 +90+-1042 ;901.979 +907.94 +901-91.1 +1$&2 -1.84.9 +1$1.9 +179.4 /- 3116"TEMPERED GLASS SIDE 2
+76.4 +1 -3 3116'ANNEALED GLASS
40 +901-108.9 +901.99.8 +gp1-934 .90'•90.1 +/-87.2 -IAO -1110.5 .!-7&7 +1.73.5 +1.70.9 +1119 7lt6'AIRSPACE co Z
42 ;907.103.2 +9{Y-95.7 +gplgt.2 +7$711 +1114 tt$OB +!-7T +t-731 +1119.8 +15&9 +185.2 .090'SG INTERLAYER € Q
411 +901.99.7 +901-93.1 +189.1 +1-85.2 ;111C-1-7
4 +!•77.8 */-74.1 +/-70.3 +1.67.5 +1.63.9 11 Q rl e,00
m 48 +841.96.5 -90`-91.3 +1.87.292 +l-754 +t-Tt.7 +1.6&1 +1851 LL _ a
48 +901-935 */59.8 ;155.477.2 It
;-73.3 +189.5 +1558 5 LONG O 3 Z 04 W
r 50 -907.97.4- +7-876 +183.75.3 +l-11.3 +187.5 USED AT CURVED
P 52 ;594 +1&5.5 ;51.83.5 +I-695 FRAME MEMBERS ONLY 29 518' SIDE Wto54 +757 5 +153.4 r1-79.871.8 @ 11-7/8'O.C.MAX. GLASS BITE � W 5-
58 +1556 +1514 +1-77.5 !3 and in
sauaS
58 +1-83.8 +/-79.4 +05.4 Li
80 +1521 -1-77.6 +1-73,5 EXTERIOR
62 +150.4 ;-758
64 6B +1.77,2 +1-74 76-78 21 13 SHORT$DE
67.7!8 -1-74.9 GLASS TYPE 7
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. + n
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (,
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS.
A.LYNN MILLER,P.E.
P.EII 88705
J
J
TABLE 7:
Window Design Pressure(+l-,psf)for Glass Types 6 8 8
Long Side(in)
87-7/11 1 72 76 80 84 66 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144
30 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +90l-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-13D
32 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-13D +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130
34 +901-130 +901-130 +901-130 +901.130 +901-130 +9D.130 +901-130 +901-13D +901-13D +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 PRODUCT REVISED
36 +907-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 u complying with rhe Florida
38 +901-130 +901-130 +901.130 +90/-130 +901-13D +901.130 +901-130 +901-130 +901.130 +901,130 +901-130 +901-130 +9D1.129.2 +901-127.3 Blinding Code
40 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-13D +90'•126.8 +901.123.2 +901-122 Accxptanco,No��'� �9•t
42 +901-130 +901.130 +901.130 +9IN-130 —7901_I30 +90l-130 *901-130 +90'-129.3 +98'-123.2 +91Y.119.7 +901-116.4 .�
44 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-124.5 +90'-119.4 +901-115 BY
'E 46 +901-130 +901-130 +901•130 +901-130 +901-130 +901-130 +90'-128.9 +�,!-120.5 +90'-115.3
blimni a Prodmt C.
'o 48 +901-130 +901.130 +901-130 +901-13D +901-130 +90'-129.7 +901.123 *9d-116.5
50 +901-130 +901-130 +901-130 +901-130 +901430 +90'-128.2+89-41-119.
g 52 +901-130 +901-130 +90/-13D +901130 +901-130 +88.81.123 >
m 54 +901-130 +901-130 +901-13D +901-130 +88.61-127.1
o:
56 +901-130 +901-130 +90/430 +89.41-129 m
58 +901-130 +901-130 +90/430
60 +901-130 +901.130 +89.61-129.
62 +901-130 +901-130
64 +901430 +901-130
88 +901-130 m Y ca
67-718 +901-130
NOTES: > ? ^aa
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }to V a1nO co N
3) FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ti co
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 It � WN
O J J p Z .(O r
Z LL 0 LL 5 W Md0 0
UU_ XN d a
WZ mO (D OMO
❑ nN
TABLE DIMENSIONS MAYBE CD u1 Y
ORIENTED VERTICALLY OR c Q O O v
1-1/16'NOM. HORIZONTALLY AS SHOWN. Z o_Z F W LL
GLASS STACK 7/16'LAMINATED LONG QQ J O
7/16'LAMINATED J LO
GLASS STACK GLASS STACK SIDE a Co
3116'HEAT STRENGTHENED GLASS LONG 510E �j F"
.090"SG INTERLAYER 3/16'TEMPERED GLASS f� W 1aay5
3116'HEAT k
HEAT STRENGTHENED GLASS ® z Of
3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18'AIR SPACE 'SG INTERLAYER SHORT 6, x 0 W Z
4 11 11 ' SIDE y�' SHORT Q z oro
5 — --�•.{ SIDE 1 ag
USED AT CURVED O Z N
FRAME MEMBERS ONLY pg 518• USED AT CURVED11-718"O.C.MAX. FRAME MEMBERS ONLY 29@ GLASS BITE @ 11-7/B•O.C.MAX. BITE U X1-3 1-3 f~ LONG SIDELL D.aEXTERIOR EXTERIOR apinsaO sauas2g 13 sre SHORT �i LONG
SIDE 9/ SIDE
GLASS TYPE 6 GLASS TYPE 6
SS DET fii s t 7
A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
—I EDGE "FRAMING
SEE TYPE B EMBEDMENT
'll DISTANCE NOTE 2,THIS SHEET TYPE C
—t .
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A { 114"MAX SEE NOTE 2,THIS SHEET •°
EMBEDMENT I SHIM
TY EDGE
DISTANCE
TYPE, R SUBSTNT RATE,
EDGE PRODUCT 7i th.
ED
EDGE DISTANCE PER SUBSTRATE, DISTANCE W cemPtyiog with the Florida
EDGE 6 SEE TABLE 8,THIS SHEET Building Code ��-O��•'
DISTANCE Acx�6;0
lV1/4'MAX . ESHIM 1 By
tom
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE °" a
11 DISTANCE PER SUBSTRATE,
SEE TABLE 8.THIS SHEET ¢
11 NiSED AT CURVED EXTERIOR
29 FRAME MEMBERS ONLY o:
(�11-7/8"O.C.MAX. CONCRETE/CMU 4 11 '
PER ANCHOR VISIBLE LIGHT WIDTH= 6 ¢
WINDOW BUCK WIDTH-2-314'
REQUIREMENT
WINDOW BUCK WIDTH CONCRETE/CMU `1 W
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR W a to "7aa
BUCK EXTERIOR REQUIREMENT O r•
HEIGHT a 114"MAX.SHIM HORIZONTAL SECTION A-A ,I3 0 N
TIP-TO-TIP OJ LU
WINDOW #12 STEEL - 0-1 rn-j p Z
HEIGHT VISIBLE SELF-DRILLING SMS Z IL �LL co J u. u p
LIGHT (G5),SEE TABLE 8,- TABLE 8: =lL W W on
HEIGHT= on
THIS SHEET Anchor Substrate Min.Edge Min.Embedment Max O.0U U_ X— co
WINDOW Distance spacing, F Z m O (7 DMO
BUCK P.T.Southern Pine(SG=0.55) 9118 13 8° 2
HEIGHT- INSTALLATION #12 or014410SSScrew Aluminum 6083T5m1n. 318' 0.o63'• 12• no p 0 0 LL
2.314" A38 Steel 3/5' 0.083'• 12' �Z d Z � � LL
METHOD D Steel Stud,Gr.33 mfr. 318' 0.045 18 Ge 12 0
INSTALLATION ANCHOR P.T.Southem Pine(SG=0.55) 9116• 1318' 12• Q Z 0)
UNDERNEATH THE Aluminum,60&475 min. 3/8" 0.063"• 12• O
BEADING #12 or M14 Steel Screw(GS) A36 Steei 318' 0.083" 12' 1 4s
fi��EXTERIOR Steel Stud,Gr.33 min. 318" 0.045' 16 Ge ' 12' ® W Z as
Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4• 12• ' CA
114.410 SS CreteFiex 3: JQ Z
MIAMI-DARE APPROVED MULLION Concrete(mlm 3.35 keI) 1• 1314• 12'
21 0
(SEE SEPERATE NOA).ALUMINUM, Concrete(min.285 keI) 1• 13/4' 12' ~
7,—SSEE SUBSTRATE PROPERTIES, 1/4'Steel Ultracon Concrete(min.285 Kai) 2.112' 1318' 12' a Z
Ungrouted CMU,(ASTM CSO) 2-117 1-114' 12' cc
TABLE B,THIS SHEET o (7 aN0
Grouted CMU, STM CSO 2-112' 1.314' 12'
6 �1/4'MAX SHIM 'Concrete(min.3.5 keI) 1-114' 13/4' 12' W Z
5116'Steel Ultracon Grouted CMU ASTM 090 2-117 1.3/4' 12' X 5 fL(L
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL 11.
n1 'asap saves
1X WOOD BUCKSTRIP
SEE NOTE 2,THIS SHEET
• CONCRETE PER - .-
EMBEDMENT ANCHOR INSTALLATION NOTES: '
REQUIREMENT .
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2".1X WOOD BUCKS ARE
INSTALLATION 4�— EDGE TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X•ARE 1-112'THICK OR GREATER. 6
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE B SUBSTRATE,SEE TABLE 8,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 WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X W E 2,THIS
KS EEE
EMBEDMENT SEE NOTE 2,THIS SHEET i
INSTALLATION 1/4'MAX
d ~I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
TYPE E EMBEDMENT EDGE
EDGE DISTANCE PER SUBSTRATE, • os com 3i REVISED
B SEE TABLE 9,THIS SHEET DISTANCE eovrrlyiog with the Florida
EDGE Bu7dmg Cob
DISTANCE 4 Aocaptance No��P'�O 14-
'' 2 Explmtk.Dare
L1/4•MAX
2SHIM By
Mi product
4 TYP.ANCHOR TYPE, . '
EMBEDMENT AND EDGE '
DISTANCE PER SUBSTRATE, '
11 SEE TABLE 9,THIS SHEET 11 ¢
• EXTERIOR
EXTERIOR USED AT CURVED 4 m
� 11
29 FRAME MEMBERS ONLY �� I VISIBLE LIGHT WIDTH
-1I �
@ 11-718'O.C.MAX. CONCRETE/CMU WI - 5 u
PER ANCHOR I� WINDOW BUCK WIDTH-2314'
z°
REQUIREMENT I� WINDOW BUCK WIDTH
CONCRETE/CMUW c7 CO
WINDOW PER ANCHOR > a
BUCK HORIZONTAL SECTION C-C REQUIREMENT tY
HEIGHT 1/4"MAX.SHIM
�Nn n a o0 Q C"812 STEEL 2"1 W N
SELF-DRILLING SMS J
VISIBLE (G5),SEE TABLE 9, J rn 0 Z r
LIGHT THIS SHEET TABLE 9: Z U- T LL - W �MO10
HEIGHT= ` Min Edge Max O.C. U U X S2 6 0
WINDOW Anchor Substrata Min.Embedment
Distance Spacing W Z 02 � j �oN
BUCK P.T.Southern Pine ISG=O.5) 8/16• 1-318' 12* f"W m O (7 5Ma
HEIGHT- 812 or814 410 SS Screw Aluminum 6063.75 min. SIB' 0. •• 12" I`> O Z
2-3r4INSTALLATION A38Steel 318' 0.063 12"
0Z Q.:0z O LL
TYPE H Steel Stud,Gr.33 min. 318• 0.045. 18 Ga 12" QH Z O
P.T.Southern Pine(SG=0.55) 9116' 1318' O
EXTERIOR 812 or iH4 Steel Screw(G5) Aluminum,6083.75 min. 87B' 0.083•• 12" Q H
A36 Steel 3I8' O.M.• 12"
15 Steel Stud.Gr.33 min. 3!B' 0.045"(16 Ga)' 12" c' Cn J hays
Ungrouted CMU,(ASTM CAO) 2-112* 1-1/4' 12" ® Z la—
MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlexU H
Concrete(min.3.35 kat) 1' 1-314' 12" Z Z
21 (SEE SEPERATE NOA),ALUMINUM, Q
STEEL FRAMING OR STEEL STUD. Concrete min.2.85 Ksl 1' 13/4' 12" Q Z U aluas
8 Concrete(min.2.85 kai) 2-112" 1-3/6• 12*
SEE SUBSTRATE PROPERTIES, 114'Steel Uitracon Unpmuted CMU,(ASTM 080) 2.112" 1-1/4' 12" O 00
TABLE 9,THIS SHEET cV N
401-
Grouted CMU ASTM C-90 2-112" 1314• tY
114'MAX SHIM Concrete(min.3.5 ksl) 1-1/4' 1314' 12" w
5116•Steel Uhracon U W C3
Grouted CMU ASTM CAO 2-112" 1314' 12" X D-a
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W
1X WOOD BUCKSTRIP, W
n1 •osao sauas
SEE NOTE 2,THIS SHEET
CONCRETE PER
EMBEDMENT- ANCHOR INSTALLATION NOTES:
REQUIREMENT .
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -.
INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE �R
�+--• EDGE •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS*2r ARE 1-1/2"THICK OR GREATER.
TYPE F
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING �• s I '
SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. '
VERTICAL SECTION D-D
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.058705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGEMBEDMENT f OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE,
NOTE 2,THIS SHEET TYPE J TYPE K
SEE TABLE 10,THIS SHEET EDGE
EDGE DISTANCE 1/4"MAX
INSTALLATION DISTANCE —��� SHIM EDGE DISTANCE
TYPEI O 2X WOOD BUCKSTRIP PRODUCT with do
2X WOOD BUCKSTRIP BuaewrWdmFt0^d°
OR FRAMING,SEE OR FRAMING,SEE Ac=wpBuilding CoQe
NOTE 2,THIS SHEET NOTE 2,THIS SHEET A°cepumoa No IG Z 1131
pimti°o Dolt I4
1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND By
1
3 SHIM EDGE DISTANCE PER SUBSTRATE,
4
6 SEE TABLE 10,THIS SHEET �104j1 �
EMBEDMENT
e
11 L
3 EMBEDMENT
m
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY o;
®11-7/8'O.C.MAX.
11A EXTERIOR
411 5co
WINDOW V >
BUCK VISIBLE LIGHT WIDTH= r,
HEIGHT WINDOW BUCK WIDTH-2-314" p a' W o
114"MAX.SHIM �
WINDOW BUCK WIDTH }I,cli 00
N
O v In o
rnCI
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z LL U3 LL CD � °mo 0 0
LIGHT TYPE L =LLJ -ui
HEIGHT= W U 0 2 m j '°N
WINDOW Z m O
O
BUCK 910 STEEL o Y _ o
HEIGHT- SELF-DRILLINGSMS p Q O Z
2.314" (G5),SEE TABLE 10, '"Z D.Z O LL
THIS SHEET TABLE 10: Q O
Anchor Subahate
Min.Edge Max.O.C. J c0
FQ
gatance Spacing
2-12'x.1131 Box Nell P.T.Southern Pine SG=0.55 5/16' S' ® Z Z
2-12"x.131"Common Nell P.T.Southern Pine SG=0.55 3/8' 6" — O H
242"x.145'Roofing Nall P.T.Southern Pine SG=0.66 318" 5' O P Z
21 P.T.Southern Pine SG=0.65 1/2" 5"
2X WOOD BUCKSTRIP EXTERIOR 6 z
6 0.093'Aluminum,6063-75 min. 5/16" 6" LL Z_
OR FRAMING,SEE (� #10 x 1"Steal Screw' 1/16"A38 Steel 6/16" fi O — ~ N N
NOTE 2,THIS SHEET V
5 0.046' 18 Ge Steel Stud Gr.33 6116" 5' �' p Z r.aQ
r1/4'MAX SHIM MIAMI-DADE APPROVED MULLION u W
_yL (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. v LL LL a a
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES, apl asap sauag
INSTALLATION TABLE 10,THIS SHEET
TYPE J D
EDGE DISTANCE
INSTALLATION NOTES:
TYP.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 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE r OPTIONAL IF IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-12"THICK OR GREATER.
ALL ZIOON N,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
VERTICAL SECTION F-F URI7t
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 WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#59705
1 �
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT
DISTANCE NOTE 2,THIS SHEET
INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
'FOR THIS INSTALLATION ANCHORS MAY BE NO
114' "a
METHOD ONLY, MAX •MORE THAN 6'O.C.
ANCHORS MAY BE NO EMBEDMENT SHIM
MORE THAN 8.O.C. O 1X WOOD BUCKSTRIP,SEE PRODUCE REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET iu camplYiug,Ath ft Florida
OR FRAMING,SEE 3'xtd@g CO&
NOTE 2,THIS SHEET Acocpteaco tb Ido• 4
__b/4"MAXP.apimticm bme (�
TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE. BY
4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET Muni nde P'oduti Can
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, ;
11 SEETABLE 11,THIS SHEET 3
USED AT CURVED EDGE O m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE
(d 11-7/8'O.C.MAX. DISTANCE
CONCRETE/CMU 11 '
PERANCHOR
REQUIREMENT 4 CONCRETE/CMU 111 M y m
BUCKWINDOVISIBLE LIGHT WIDTH= $ PER ANCHOR a '^aa
HEIGHT 1/4"MAX.SHIM IF'�� REQUIREMENT 0 � o
WINDOW BUCK WIDTH-2.314' R
WINDOW BUCK WIDTH EXTERIOR N slop R co
QLu
j N (o _ O
VISIBLE HORIZONTAL SECTION G-G o f N o z _T8_ o
LIGHT INSTALLATION TYPE O z Lo LL m W
HEIGHT= FOR THIS INSTALLATION L)U_ X W C ❑
WINDOW METHOD ONLY, TABLE 11: F-z m O `f (7 'mN
BUCK ANCHORS MAY BE NO
HEIGHT• Anchor Substrate Min.Edge Mtn Embedment Mea.O.C. 1- y z
• MORE THAN 6'O.C. O '-
Distance Spacing o O phi O
23/4" P.T.Southern Pine SG=0.55 9116' 13/B' 6' Z O_z r LL
#12 STEEL #12 w#14 410 SS Screw Aluminum 6063-T$min. 318• 0.063" 6• g O
SELF-DRILLING SMS A38 Steel 316' 0.063'• 8' rn
Steel Stud Gr.33 min. 310' 0.045"18 Ga ' 6" Q
(G5),SEE TABLE 10, F-'
P.T.Southam Pine SG=0.55 9H6' 1-318• 8' o, y laa4s
THIS SHEET 012 or#14 Steel Screw(GS) Aluminum.6063.75 min. 3f8• 0.063'• 8' ® m z O to
A36 Steel 3/8' 0.063'•_ 61 co
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318" 0.045' 18 Ga 6' 30 Q z
EMBEDMENT AND EDGE U routed CMU,ASTM G90 2-112" 1-1/4' 12 O -j aloes
8 1/4"410 SS CmteFle% ¢ --1
DISTANCE PER SUBSTRATE, Concrete min.3.35 kef 1' 13X4' 12 p Z 00
SEE TABLE 11,THIS SHEET Concrete min.2.85 kef 11 1-3/4' 17
5 �1/4'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2.65 kef 2-112" 13!81 12 C O Z
(SEE SEPERATE NOA),ALUMINUM, 114•Steel Uhrecon w LU
U muted CMU, ASTM G90 2-1lY 1.114• 1r v
STEEL FRAMING OR STEEL STUD. LL LL
Gnwted CMU ASTM G90 2-1l2 1314" 12
SEE SUBSTRATE PROPERTIES, Concrete min.3.5 ksl 1-1l4' 1314' 12 all! �sap lavas
INSTALLATION TABLE 11,THIS SHEET s116'steel Ultracan Grouted CMU ASTM G90 2-112" 13X4• 12
TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
d SEE NOTE 2,THIS SHEET
• INSTALLATION NOTES: -
EMBEDMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. '
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X1 ARE 1-1/2'THICK OR GREATER. 6 B l6
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
DISTANCE JURISDICTION.
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
11 P.E.#58705
1,
PRODUCT AEVfSED
as cemplyiag wish sha Flmda
Building Code
Acceptance No� O
zpirasion Dale 9
By
Mi ade Produci'
z°
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS cE
FLANGE )UAL-LEG FRAMES FOR FIN FRAMES
M Y D]
a U) naa
I ANGLED/CURVED U) o
ANGLED/CURVED O
FRAME ASSEMBLY FRAME ASSEMBLY dN N slap 0 oi
90°CORNER 90°CORNER O M W N
FRAME ASSEMBLY ;AND
I FRAME ASSEMBLY O J N J oo Z AB f;
I Z LL LL t0 J um a0 0
m 2 W W
I I OU X— o O
10 1 I I 10 i m F-W m 0 `r C7 W 9ma
I ALL CORNERS TO I > p Y Z Z
ALL CORNERS TO i / USE GASKET IdZUSE GASKET AND/OR SEALANT I H OLLAND/OR SEALANT O O
ZEQUAL-LEG FRAME F- ¢ 1aa45
ZrgFLANGE FRAME O
EQUAL-LEG FRAMED FRAME WITH INTERIOR I MITERED FRAME;=INTERIOR ? Z
TERIOR FRAME WELDS 1 AND EXTERIOR FRAME WELDS ¢ 0 �, WS
FLANGE FRAME (SHOWN)OR CORNER KEYS AT A (SHOWN)OR CORNER KEYS AT LL Z F
O SCREW BOSSES.SEALANT AT ALL CORNERS d O I SCREW BOSSES.SEALANT ATALLOORNERS 03 W N C4
1IMIl 30 l�1 O O d d
LL In
apl1 •�sa0 sauaS
� t .
1..
A.LYNN MILLER,RE
RE.0 58705
r
2.784" 2.784' 2.784'
TABLE B:
.094 —.11-- .094" —�I-�� .094" --4 I►—
Item POT Part# Description Material
# ,074' 062" .074" 062' .074' 062"
1 4253C Flanged Frame Alum.6083-T5 1.375" 1.375"_ I
1,875° ��I('' PRODUCT REVISED
2 4285 Equal-leg Frame Alum.6083 TS ,q3g• 500" .438" } 500' 438' w complying with the Fhrrids
3 4256 Integral Fin Frame Alum.6063-TS 1.000" I r I Building Code
.500" .050•l0.0w ---��—'.050.0— } �—��— .050"0°°" Aars�6nce No
O
4 4255 7118'Jami.Glass Beading Alum.6083-TS 1.125" F�+Sritgtia Date rc�FLANGE FRAME O EQUAL-LEG FRAME 977
5 4254 I.O.Glass Beading Alum.6063-T5 I 2 i_
94253C,6063-T5 #4285,6063-T5 W
7A Ode Prod,R1
6a 4270 Installation Fastener Cover Alum.6063-T5
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC 3 //4256,6063-T5
10 70589C Gasket(at 90"comer joints) Polyethylene
s
11 TP247/8 Vinyl Bulb Weatherstrip Flax PVC,Duro.85+/-1 1 1206r+— Imo— .346' m JR-05/05116-ADDED THIS SHEET
13 Dow 899,GE 7700 Silicone or Equiv. J II�y 1.03T a WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3/16'x 7/16"x 41 Neoprene,Duro.85+/-1 .875• 875' IIIVVVIII I ;
21 71704AK Setting Block,I.G.3118'x 1.3/32"x 4' Neoprene,Duro.85+/-1 T
T —+••��••� .050" —"I"'�— .050-
29 #6 x 1-1/4•FH SMS Stainless Steel I 050 W m N ^m
3116 &1/4" a
30 781PDX #e x 1"Quad PH SMS Stainless Steel I.G.GLASS INSTALLATION >GLASS BEADING BEADING FASTENER COVER v p
O
94258,6063-T5 O #4254,6063-T5 68 #4270,6063-TS -d-
a� 0 c
O
'J N O Z
Z LL LL W ",a 'M
U V x D) m O (A o
ALUMINUM Z Orn 2 .T ❑ 0_ •N
SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- tINT.'C.'LASS
NT FILL AREA o> IS Z Z sua
STRUCTURAL BUTYLENE5/16'NOM. Z d Z - O w
SILICONE 5/16"NOM. SEAL v l— 00 LL
O
STRUCTURAL 3116"NOM.
114"NOM. FOAM ICONE SEAL
POLYISOBUMEN BUMB ❑
WITH DESICCANT WfTFI DESICCANT ROLL-FORMED a Z .-
DESICCANT FOAM STAINLESS STEEL H Q
EXT.GLASS EXT.GLASS EXT.GLASS ® to O r=ays
Z Z
EXT.GLASS � O P
O rn Z
❑ � oneos
INT.GLASS INT.GLASS INT.GLASS
LL
0 ?� lL n CIJ
tY in ,
75 KIDDISPACE76 SUPER n DURASEALO 76 XL EDGE""t wo x3:3:
as
4SG TPS 8 SPACERUNXTTM SPACER SPACER a u .,mo se,.as
TABLE 10:
Part# Description Material
75 Kommerling 4SG TPS Spacer System
76 Quanex Super Spacer nXi with Hot Melt Butyl See this
Sheet for
77 Quanex Duraseal Spacer
Materiels ,
78 Cardinal)L Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8966&8970 A.LYNN MILLER,P.E.
P.EX 58706
{
t k; [tFCEitV L.r1J
OCT a 12016
MIAMI•DADE PEWkilITfING
St. Lucie County, FL MIAMITROL 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:
one-DESCRIPTION: Series"PW-701/620"Aluminum Fixed Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10,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:None.
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#15-0528.27 and consists of this page 1,and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
� NOA No.16-0629.13
[9AMNt)pDEcouNTY Expiration Date: February 19,2019
Approval Date: August 04,2016
"-4-71V16 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.02)
2. Drawing No. AID-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision B dated 05/05116, 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
Edge7m 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 NDA No. 11-1114.17)
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
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 034105.02)
Manue a z,P.E.
Product Cont of aminer
NOA No.16-0629.13
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1
v
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5te
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.27)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.27)
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. 15-0528.2 7)
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 NOA No. 114114.17)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
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. 15-0528.27,issued to PGT Industries,Inc.for their Series
"PW-701/620"Aluminum Fixed Window.-N.I."approved on 08/20 d expiring
on 02/19/19. o
Manue a z,P.E.
Product Cont of aminer
NOA No. 6-0629.13
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
GENERAL NOTES:SERIES 620 DESIGN PRESSURE RATING IMPACTRATING
NON-IMPACT-RESISTANT FIXED WINDOW VARIES, NOT RATED FOR IMPACT
SEE SHE 2-4 RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH 48"BUCK WIDTH
HURRICANE ZONE(HVHZ). 47'BUCK WIDTH
44-1/4'VISIBLE 45-1/4"VISIBLE 45.1/4°VISIBLE PRODUCT REVISED
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH av com do
DEBRIS REGIONS. Buildu g Code FTOt1da.
6'MAX. D,SHEET 8'MAX. F,SHEET 7 ��1 2.MAX. Aoceprmce foo .j
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, B.SHEET 5 H,SHEET 6 —I DM'd 19
USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I I I BY
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY Dade
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. i A C I C E•SHEET 7 I E,SHEET 7
95'
SHEET6 G,SHEETS G,SHEET ¢
4)ALL WOOD BUCKS LESS THAN I-1/2"THICK ARE TO BE SHEET5 SHEET5 BUCK SHEET6 91, ,
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE HEIGHT L r BUCK
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _______ __
WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR HEIGHT ,WITH
-05/05116-ADDED SHEET 10
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE 82-1/4" 9SIBL WITH SPACERS 8 MOVED PARTS.
DESIGNED TO PROPERLY TRANSFER LOADS TO THE 12'MAX VISIBLE 12'MAX. i 93.1/4' ..1� I VISIBLE 1
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS D.C. I LIGHT O.C. VISIBLE 5'MAX. LIGHT a
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR HEIGHT }T LIGHT O.C. HEIGHT
ARCHITECT OF RECORD,(AOR). I / 96' I / HEIGHT I / Y to
TIP-TO
^ab
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I TIP I I Of
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF HEIGHT 96" K
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I I I BUCK 0 N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION HEIGHT N n alo0 N
ANCHORS SHOULD BE SEALED.OVERALL I I' O2 chi m w 9
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF O� rn J o Z g
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND I
THE SCOPE OF THESE INSTRUCTIONS. F,SHEET 7I Z LL '-.,LL - Ul
6' SHB 5 �— 12'MAX.O.C. MAX I-SH ET 6 )� 12'MAX.O.C. 2'MAX H.SHE—ET_8{I OZ.) X S2 a O
MAX. SHEETS 5'MAX.C.C. W Z O 10 m 'aN
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o W m Y P C7 Z �Na
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING MUST
ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o> Q O rn p -
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE �Z 0_Z ....
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON F- Q LL
THEM BY THE WINDOW. W .--
W
7)DESIGN PRESSURES: FIGURE 1: 12"0 C SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK I 1
A-NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST GUIDE TO SHEETS: MpX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. `& Tp � 1aa45
PRESSURE,FRAME ANALYSIS AND GLASS PERASTM E1300. GENERAL NOTES........................1 f ANCHOR SPACING TO BE 6°MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® z y
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ELEVATIONS................................1 `� MEMBERS,SEE FIGURE 1,THIS SHEET. H
PRESSURE,STRUCTURAL TEST PRESSURE,FRAME GLAZING DETAILS.......................2.4 x W Z
ANALYSIS AND GLASS PER ASTM E1300. DESIGN PRESSURES..................2� 12'O.C. (�--WIDTH—�'{ WIDTH--I (--WIDTH---I I't WIDTH �{ 5¢ Z Z ala5g
INSTALLATION.FLANGE.............5 MAX. / T r-——— ————I T ———1 T r 1 T r— —1 0 N
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION.EQUAL-LEG.......6 T T t 1
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING INSTALLATION,INT.FIN A...........7 I I I ol� W 9
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INSTALLATION,INT.FIN B...........8 / c0 Wu U X Z
Lu
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS CORNER ASSEMBLY...................9 6' x I I x I = I I x W 0"
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR EXTRUSION PROFILES................1( MAX 1
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PARTS LIST............................._._.11 1 1 1 L. J L— D —J apq •osad saua
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS WIDTH =-i Fes--WIDTH�I FF WIDTH--IWIDTH+{ X71
SHALL MEET THE REQUIREMENTS OF THE FLORIDA _ r -1
BUILDING CODE FOR CORROSION RESISTANCE. TABLE I: T T
Type Street `. �::'•�10EIJS�c '•.:
9)REFERENCES:TEST REPORTS FTL-3834,38478 7212: OesaiP110r1
NDB ELCPOR WOOD CONSTRUCTION ON ANO AL ALUMINUM DESIGN A Fu EiN 3118"Tem red 2 = x x I I xL No.58705 �C
MANUAL 2 1l4'Tem Bred 3 1 _ 1 1 L_ —J 1 L J _
3 13116"IG(3118"Tempered-7/16"PJr.3116'Tempered) 4 : a=
10)THE 620 SERIES MAY ALSO BE REFERRED AS THE 701 (•� WIDTH +I �- WIDTH-�{ (+WIDTH+{ WIDTH+{ •• ��
SERIES. STANDARDS USED: T ——— ——— T r——— 7-r— —1 T r——— ��Qj•. STAB E F -1�
*2014 FLORIDA BUILDING CODE FBC,5TH EDITION T T FLORIDP �•
ASTM E1300-09 i LSS
HANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION w I w I w / ! ��"
Qt`1r I11``
*ALUMINUM DESIGN MANUAL,ADM-2010 x x l x l I x
OAISI-S100.07/S2-2010 1 _.. 1 1 1 A.LYNN MILLER,P.E.
REA 68705
u
TABLE 2:
Window Design Pressure(+/-,pal)for(class Type 7
Long Side(in)
67-718 72 1 76 80 1 84 88 92 96 1 100 104 109.112 112 118 120 124 128 132 1 136 140 1 144
30 +100/-150 +1004150 +100/-149.5+1001-147.7+1001-146.1+100.144.7+1001-141.9+1001-138.4+1001-135.4+1001-132.8+1001-129.8+1001-128.6+100/-126.8+100/-125.4 +1001-124 +100/-122.8+1001-121.51+1001-120.5+1001-119.6+1001-118.8
32 +1001-147.2+1001-144.6+100'-142.5+1001-140.6+1001-137.5+1001-131.7+1001-127.1+1001-123.4+1001-120.3+100/-117.9+1001-114.6+1001-113.8 +1001-112 +1001-110.4+10M-108.9+1001-107.6+1001-106.5+100%105.6+1001-104.5+1001-103.6
34 +1001-141.3+100/•138.6+100-138.4+1001-134.5+1001-128.1+1001-172.3+1001-117.7+100/-113.9+100/-110.1+1001-106.8+1001-103.4+1001-102.2+1001-100.4 +1.99 +/-97.4 +1-96.2 +/-95 +1.93.9 +/-93 +/-92 PRODUCT aBVIsED
36 +1001-136.1+1001-133.3 +1001-131 +100/-129 +1001-123.4+1001-117.3+1001-111.8+1001-106.4+100'-102.6 +1-99.7 +/-98 +/-4.4 +/-92.2 +/.90.1 +/438 +/.86.6 +/-85.2 +/-84 0-63 +/.81.8 m nmpiymg with tl�ftcd a
38 +1001-131.6+100/-128.7+1001-126.3+1001-124.2+100-121.7+1001-115.1+1001-107.8+1001-102.5 +/.98.4 +1-94.5 +/-90 +/437.9 +/-85.2 +1.83 +/.81.4 +/.79.8 4/-78.4 +/-77.2 +/-76.2 +1-75 Bwldmg Code
40 +100'-127.8+1001-124.6+1001-172.1 +1001-120 +100/-118.1+1001-113.9+100/-106.8+1001-100.8 +1.98.1 +/-91.8 +/-85.4 +183.4 +/-81.1 +/-78.9 +/-78.9 +/-75 +/-73.4 +/.71.8 +1-70.3 +/438.8 A=ptmca No! •b .f
42 +1001-124.1 +100-121 +100'-118.4+1001.1162+1001-114.3+1001-112.6+1001-106.2+1007-100.6 +/-95.3 +1-09.9 +/433.4 +/-81.4 +/-78.7 +/-78.1 +/-73.5 +1-71.2 +1.69 +J-97 +/435.2 +1-03.4 B e
44 +1001-121 +1001-117.6+1001-115.2+1001-112.9+1001.110.9+1001-109.1+100-106.8+1001-100.7 +/435.4 +/-09.9 +1432.6 +180.8 +/-77.6 +1.74.4 +/-71.6 +688.5 +/435.9 +/-63,4 +/-61.8 TEE6 B
c 46 +100-118.4 +1001-115 +1001-112.2+1001-109.8+1001-107.8 +1001-106 +100/-104.3+100/-101.11. +185.7 +1-90.3 +!432.8 +/-80.8 +/_77,4 +1-74 +/-70.3 +/$7.2 +/-63.9 461.7 +/-90.4 +158.8 Miami ode Ptodmt Nd
48 +1001416 +1001.112.5+1001-109.6+1001-107.1 +1001-105 +1001-103.1+1001-101.5 +/-100 +/-96.3 +1-90.8 +/-83.2 481.11 +/-77.5 +1-74 +/-70.8 +/436.6 +/433 +/461.4 059.6 +/57.8
m 50 +1001-114 +1001-110.3+1001-107.3+100-104.7+1001-102.5+1001-100.6 +/-98.9 +/-97.4 +/-9B +/81.4 +/53.8 +/431.8 +1-78.2 +/-74.8 •/70.8 467.3 +1.63.2 +/.61 +159.4
g +l +/-67.8 +/54 +1-61.4
52 +100.1122+1001-108.4+1001.105.2+100-102.8+1001-100.3 +1-98.9 +l-98.5 +/-94.B */-93.6 +/-92 H434.8 +/412 -78.8 +/-75.3 +/-71.6
m 54 +110111-110.71+11001-1106.7+100-103.4+100-1D0.6 +/.98.2 +1.98.2 494.4 +1-928 +/-91.3 +1-90 +/-85.2 +152.4 +/_78.8 +/-75.8 +/-722 466.6 +/464.8
a
56 +100-109.4+100-105.2+1D0-101.8 +/-9B.9 +/-WA +I-94.3 +1-92.4 +/-90.8 +/-89,3 +/-W +/-85.4 +/.82.7 +/-79.2 +/-76 +/-72.8 +169.4 m
58 +1001-1084+100-103.9+100-100.4 +/-97.4 +1.94.8 +1•92.8 +1-90.6 +/-88.9 487.4 +1-96.1 484.2 +/.82.3 +/-79.3 +/-76 +/-72.8
80 +100-107.5+1001-102.9 +/-99.1 +/-96 +/-93.3 +/-Bt +/-89 +1$7.3 085,7 +1.84.3 +/432.6 +/-01.4 +/-78.7 +/-76
62 +100.106.9 +100-102 +1-98.1 494.8 +/432 +1439.8 +1-87.6 435.8 +/-84.2 +/4327 +/431 +180.3 +1-77.5
64 +W01-106.4+100-101.3 +/-97.2 +1-93.8 ;7-m +158.4 +/68.3 +/.84.4 +182.7 +/-81.3 +/-79.5 +/-78.8
66 +100-106.1+100-100.7 +l-86.4 +/4328 +/439.8 +187.3 +185.1 *1-93.1 - +/431.4 +/-79.9
87 718 +100-106.1+100-100.3 +1-85.8 +14321 +1-89 +/438.3 +184 +1432 +1430.3 +1-78.7 a N nm
NOTES: � � a
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
0
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
to
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. }n st atop O C
00 It � co 19
c) c) WO
O_j 01� oO Z 79
Z LL U)LL 0 W --aTABLE DIMENSIONS MAY BE O U_ X N 6 �
ORIENTED VERTICALLY OR FW-Z 02
I (=9 nma
HORIZONTALLY AS SHOWN. o O Y v _
LONG Z 0.Z O to
SIDE LL
v F J O
�- LONG SIDE ,�Q m N
r Q Q
F
3/16-TEMPERED GLASS SHORT ® m cn W !says
SIDE I Z = N
4 co
11 -L SHORT
!� p 4n Z
ULI
USED AT CURVED ¢ Z Of a1a�s
FRAME MEMBERS ONLY 29PGLAS.
518'
in
Q 11-718.O.C.MAX. BRE �(' O Z �
1-3 �- LONG SIDE -� w W
X W d
EXTERIOR LL
3 SHORT // LONG - aB1 '�sa0 saue5
`r SIDE f SIDE
GLASS TYPE 1 l
SHORT ". .
SIDE /1 1`' _
�( 6 $a6
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 3:
Window Design Pressure(fl-,paq for Glass Type 2
Long Side On)
6/-718 72 76 80 1 84 88 1 92 96 1 100 104 109-1/2 112 1 116 120 1 124 128 132 136 140 144
30 +1001-150 +1001-150 +1D01-149.5+1001-147.7+100/-148.1+1001-144.7+1001.143.4+100%142.2+1001-141.2+1001-140.2 +1001-139 +1001-138.8+10W-137.8+1001-137.1+1001-136.5+100/-135.9+1001-135.4+1001-134.9+1001-134.4+100%133,9
32 +1001.147.2+1001-144.6+1001-142,5+1001-140.6 +10W-139 +1001-137.5+1001-138.2 +100'-135 +1001-133.9 +1001-133 +100/-131.7+1001.131.3+10W-130.5+1001-129.8+1001-129.2+1001-128.6 +1D0/-128 +100/-127.5 +1001-127 +1001-128.5
34 +1001-141.3+1001-138.6+1001-136.4+1001-134.5+1001-132.7+1001-131.2+1001-129.9+1001-128.7+1001-127.8+100/-128.8+1001-125.3+1001-124.8+10W424A+100/-123.4+1001-122.7+1001-1221+1001-121.5 +100/421 +1001-120.5 +100/-120 PRODUCT REVISED
38 +1001-138.1+1001-133.3 +100/-131 +1001-129 *1001-127.3+1001-125.7+1001-124.3+1001-123.1 +7001.122 +1001.120.8+1001-119.7+1001-119.1+700/418.4+1001-117.6 +100/-117 +100/418.4+1001-115.8+1001-115.3+100f-114.6+100/-114. -°°mPlyin6 with dw Flodda
38 +1001-131.6+1001-128.7+1001428.3+1001-124.2+1=-122.4+1001-120.8+001-119.4+1001-118.1 +1001-117 +1001.115.9+1001-114.6+1001-114.1+1001-113.3+1001-112.6+1001-111.8+1001-111.3+1001-110.7+100/-110.1+1001.108.8+1001407.4 Building Code
40 +10014127.6+100/-124.6+1001-122.1 +10W-120 +100/-118.1+1001-118.6 +1001-115 +100/.113.7+1001-1125+1001-111.4+1001.110.1+1001.109.6+100/408.8+1001.107.7+1001-105.5+1001-103.4 +1001-102 +1001-100.8 +/-99.4 +/-98 Aaxpfmw No - �,
42 +1001-124.1 +1001.121 r10W-116.4+100-1162+700/-114.3+1001-1128+100-111.1+1001.108.7+1001-108.5+1001-107.4+1001-106.1+1001-105.6+1001-103.5+1001-100,9 +l-88.7 +/-Me +/-94,9 +/-93.2 +/-91.8 +1-90 �a
44 +1001-121 +1001-117.6+1001-115.2+1001-1128+1001-110.8+100'-109.1+1001-107.5+1001-108.1+1OCY-101.9+IOW-03.8+1001-102.4+1001-101.8 +1.99.2 +1-96.1 +/-93.6 +1.909 +/.88.7 1 +/-88.5 +/-84.8 +1.83 B
46 +1001-118.4 +7001-115 +100/-1122+1001-109.8.000/407.8 +1001-106 +1001-104.3+1001.102.9+1001-101.8+1001.100.5 +/.99.1 +138.5 +/-96 +1-925 +/439.1 +1-88.3 +/-83.7 +/481.8 +/.80.2 +/.78,8 Y
31 48 +1001-116 +1001412.5+1001-109.6+1001-107.1 +1001-105 +1001-103,1+1001-101.5 +/-100 +/-98.7 +/.97.5 +/36,1 +1-95.5 +/34 +1-89.8 +/.86.2 +1-83 +/-80.8 +!-TB +/-77.1 +/-75
mT6.7-71S
+1001-114 +1001-110.3+1001-107.3+1001-104.7+1001-102.5+1001-100.6 +138.9 +1-97.4 +/36 +/-94,8 +/-93.3 +/32.7 +131.8 +/-867 +/-84 +/-81.6 +/-79.1 +1-76.7 +/-74.7
+1001-1122+1001-108.4+1001-105.2+1001-1026+7001.100.3 +1-98.3 +/-96.5 +/-94.8 +1-93,6 +1.923 +/-90.8 +/30.2 +139.2 +/-88.4 +/.83.8 +130.6 +/-78.2 +1.75.6
rn +100/-1107+1001-108.7+1001-103.4+1001-100.6 +1.98.2 +136.2 +/-84.4 +/-928 +/-91.3 +1-90 +/-88.5 +/-87,8 +/.86.9 +!-86 +/34.1 +/-808 +1-77.8 '
+001-109.4+1001-105.2+1001-101.8 +1-88.9 +l-98,4 +131.3 +/324 +/-90.8 +/ffi,3 +/-88 +/-86.4 +/-86.7 +1-84.7 +1-83.9 '+1.83 +1-81.2
+1001-10&4+100/-103.9+1001-100.4 +l-97.4 +/.94.8 +1.928 +/-90.8 +/-88.9 +f-87.4 +1-86.1 +/$4.4 +133.8 +1328 +1.81.8 +/-81 m
+1001.107.5+1001-1029 +!•89.1 +/-96 +133.3 +/-91 +/-88 +1-87,3 +/-85.7 +/$4.3 482.6 482 +1.80.9 +/-80
+1001-108.9 +1001.102 +/-88,1 +l-94.8 +/-92 +1.89.8 +1.87.6 +135.8 +/342 +b827 +/-81 +/.80.3 H-79.2
+1001.108.4+1001-101.3 +1.97.2 +1.93.6 +1309 +1364 *1.88.3 +134.4 +/.82,7 +/•81.3 +1-79.5 +/•78.8 z
+1001-108.1+1001-100.7 FEE
+/-96.4 +132.6 +l-89.8 +1-87.3 +1-85.1 +/33.1 +/-81.4 +1-70.9
+1001-106.1+1001-100.3 +/-85.8 +/-921 +lffi +/.88.3 */-84 +1ffi +/.80.3 +1-78.7 c7 m
Y
NOTES:
U.1
a .nay
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. R to
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N °+°O O o
evj N Of N
o f C,
Z e
z O- to LL co J .m0
LU
TABLE DIMENSIONS MAYBE U U X D m O
ORIENTED VERTICALLY OR ~ZZ 0 2 co 'aN
HORIZONTALLY AS SHOWN. eo„> Y Z as
LONGo Z t.Z N
rn 0
SIDE v F-- W tl
h+- LONG SIDE ,/v g O
P J 0
114'TEMPERED GLASS SHORT ® ry y 8L 11145
SIDE Z 0:
q
Jy SHORT 3 CO Z
11 - SIDE O
LU
USED AT CURVED ¢ C3
FRAME MEMBERS ONLY 29 518'
@ 11-7/8'O.C.MAX GLASS BITE O Z N
1-3 F` LONG SIDE -y w LU
W EL
EXTERIORLL
20 13 - SHORT ,6/ ` LONG ,°171 'asap saua5
SIDE �� �/ SIDE
GLASS TYPE 2 J_
SHORT ,
SIDE
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4'.
Window Design Pressure(+h psQfor Glass Type 3
Long Side(In)
67-718 72 1 76 80 84 88 1 92 96 100 104 1 103112 112 116 120 1 124 128 132 1 136 140 1 144
3D +1001-150 +100/450 +100/-149.5+1001-147.7+1001-149.1+100'-144.7+1001-143.4+100/-142.2+1001-141.2+1001.140.2 +1001-139 +1001-138.6+1001-137.8+100/-137.1+100/438.5+1001-135.9+1001-135.41+1001-134.9+1001-134.4+1001-133.9
32 +100/-147.2+1001-144.6+100/-142.5+1001-140.6 +1001-139 +1001-137.5+100/-136.2 +1001.135 +100%133.9 +1001-133 +100/-131.7+1001431.3+1001-130.5+1001-129.6+1001-129.2+1001-128.6 +100/-128 +1001-127.5 +100/-127 +1001-126.5
34 +1001-141.3+1001-138.6+1DDI-138.4+1001-134.5+100/-132.7+1D0f-131.2+1001-129.9+1001-128.7+1001-127.6+1001426.6+1001-125.3+100'-124.8+1001-124.1+1001-123.4*1001-1227+1001-122.1+1001-121.5 +1001421 +1001-120.5 +1001-120 PRODUCT REVISED
36. +1001-136.1+1001-133.3 +1001-131 +1001.129 +100/-127.3+100'425.7+1001-124.3+1001-123.1 +1001-122 +1001-120.9+100I-119.7+100'-119.1+1001-118.4+1001-117.8 +1001-117 +1001-116.4+1001-115.8+100Y-115.3+1001-114.8+1001-114.2 -mplying with the Florida
38 +1001.131.6+1001-128.7+1D0/-126.3+1D0/-124.2+1001-1224+1001.120.8+1001-119.4+1001-118.1 +1001-117 +1001.115.9+1001-114.6+100'-114.1+1001-113.3+1001-112.6+100/-111.9+1001-111.3+1001-110.7+1001-110.1+100/-109.6+1001-109.1 Building Cade
40 +1001-127.6+1001-124.6+1001-122.1 +1001-120 +100/-118.1+1001.116.5 +1001-115 +100/-113.7+1001-112.5+1001-111.4+1001410.1+100'-109.6+1001-108.8 +100'-108 +100/-107.3+10D/-108.7+1001-105.1+1001-105.5 +1001-105 +1001-104.5ltocepteaw too(lo
42 +1001-124.1 +100'-121 +100/-116.4+100/-116.2+1001-114.3+100'-112.6+1001-111.1+1001-109.7+1001-108.5+1001-107.4+1001-108.1+1001-I DS.5+1001-104.7+1001-103.9103.2+1001-102.5+1001-101.9+1001-101.4+1001-100.8+1001400.3 Dere 9
G 44 +1001-121 +1001-117.8+1001-115.2+100'-1129+1001-110.9+10DI-109.1+1001-107.5+1001-108.1+1001-104.9+1001-103.8+1001.102.4+1001-101.8 +1001-101 +1001.100.2 +/-99.5 +l-98.8 +1.982 +1-97.6 +/-97.1 +1.96.5 $
46 +1001-118.4 +1001-115 +1001-1122+1001-109.8+1001-107.8 +1001-106 +100/-104.3+1001.102.9+1001-101.6+1001-100.5 +/-99.1 +/-98.S +/-97.6 +/-98.8 +/.88,1 +05.4 +/-94.8 +/-84.2 +/-93.6 +/-93.1 y
48 +1001-116 +1001-112.51+1001-109.6+1001-107.1 +1001-105 +'1001-103.11+1001-101.5 +1-100 0-98.7 +/.97.5 +/48.1 +/-95.5 +/-94.6 +1-93.8 +/.93 +1-923 +151.7 +/-91.1 +/-90.5 +1-89.9 M' etle Ptoduet
rA 50 +1001-114 +1001-110.3+1001-107.3+1001-104.7+1001-102.5+1001-100.6 +698.8 +1-97.4 +1-96 +/54.8 +1.93.3 */-927 +/51.8 */-90.9 +/•00.2 +159.5 +/58.6 +/-W.2 +/57.7
52 +1001-1122+1001-108.4+1001.105.2+100'-102.6+1001-100.3 +1.98.3 +/58.6 +1.94.9 +/-931.6 +/-923 +/-90.8 +/-90.2 +689.2 +1.98.4 +/-87.6 488.9 */58.2 I +/.85.6
54 +1001-110.7+1001.106.7+1001.103.4+100%100.8 +/58.2 +/-96.2 +/54.4 +/52.8 +/-91.3 +/50 +/-88.5 +/-07.8 +/58.9 +/-86 +1.85.2 1 +/.84.5 +/.83.8 1 1 '
56 +1001-109.4+1001-105.2 9+ 0/101.8 +/-98.9 +/-96.4 +/-94.3 +1-924 +1.90.8 +159.3 +/-8 +1-W.4 +/-85.7 +/54.7 +/.93.9 +/523
58 .4 +/.88.1 +1 3.8 +/ 28 +51.8
- 4 am
60 +1001-107.5+1001-102.9 +/-99,1 +/-96 4.93.3 451 +/59 +1.87.3 +/55.7 +/.84.3 482.6 +1-82 4.80.9 +1-80
U
fit +1001-106.9 +1001-102 +/-98.1 +/-94.8 +/-92 +1.89.8 +/57.6 +155.8 +/-84.2 +/.827 +/-01 +1.80.3 +1-702
64 +100/-106.4+1001-101.3 +/-97.2 +l-03.8 +/50.9 +1.98.4 +11 +/-84.4 +/ffi.7 +/57.3 +/-79.5
68 +1001-106.1+100/-100.7 +/-98,4 +1-928 +/.89.8 +157.3 +1.83.1
67-7/8 +100/-106.1+10DI-100.3 +/-95.8 +1.921 +/-89 +1.88.3 +/54 +1.82 +/-80.3 +/-78.7 M y m
NOTES: > a
m 7.8
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0 V 0
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. w a1°a W04
o
O w to m
0_jrn` O W O
Z LL W u- W J °�o a
= W
TABLE DIMENSIONS MAY BE �Tf uVW1 U X D 6 0
13/18'NOM. ���111 ORIENTED VERTICALLY OR I ~W m p C=7 oma
GLASS STACK - HORIZONTALLY AS SHOWN. o O Y Z o
LONG Z a Zrn O co LL
SIDE V Q J O
3116°TEMPERED GLASS�� �- LONG SIDE J On Q a
3/16-TEMPERED GLASS T Q F-
7118'AIR SPACE mm CO W 1aa45
SHORT Z x
12 SIDE in N
5 SHORT b in
(0 Z
USED AT CURVED SIDE I- t- Oa Fyl
FRAME MEMBERS ONLY 29 5/8" Z
_ sl°ag
Q 11-7/8"O.C.MAX. GLASS BRE " d
OF Z N
1-3 �- LONG SIDE �
W -
EXTERIOR O LL a
LL
a a.
67 21 13
SHORT 6/ � LONG aqy �-o saua5 I
GLASS TYPE 3 SIDE SIDE
SHORT I_-
SIDE -
A.LYNN MILLER,P.E
P.E.#58705
2x wRAM NG.SEE
INSTALLATION INSTALLATION
—J EDGE OR FRAMING,SEE EMBEDMENT
�II DISTANCE NOTE 2,THIS SHEEP TYPE C TYPE B
INSTALLATION -7 ,
EMBEDMENT 1X WOOD BUCKSTRIP, a
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET
� EMBEDMENT T SHIM TYP ANCHOR TYPE,EMBEDMENT AND
Il EDGE PRODUCT REVISED
ith m
EDGE DISTANCE PER SUBSTRATE, DISTANCE as complying wish the Florida
EDGE SEE TABLE 5,THIS SHEET Building Code
DISTANCE 6 A' No
No I
mtioo Dare
V4"MAX
1 SHIM 1 By
. Mi a Product
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE x
DISTANCE PER SUBSTRATE, 11
11 SEE TABLE 5,THIS SHEET v.
m
USED AT CURVED EXTERIOR '
29 FRAME MEMBERS ONLY •:. 12
@ 11-7/e'O.C.MAX CONCRETE/CMU I 4 '
REQUIRPERANCEMENT
�+--- WINDOW BUCK WIDTH 2-3/4' 5
VISIBLE LIGHT WIDTH
REQUIREMENT1.7
WINDOW BUCK WIDTH CONCRETE/CMU t`'1 y m
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a U) •nes
BUCK �t, REQUIREMENT It 3
HEIGHT 1 r3 1/4•MAX.SHIM �{ HORIZONTAL SECTION A-A }^ a�o 0 0
TIP-TO-TIP I J m m W
WINDOW #12 STEEL -1 rn o z �g
HEIGHT VISIBLE SELF-DRILLING SMS Z LL lJi J a^'o'0
LIGHT (G5),SEE TABLE 5, '-uj `- W
HEIGHT= THISSHEET WUW U X— 6� 00 13
WINDOW TABLE 5: F W m O C7 9Ma
HEIGHT- Anchor Substrate Min,Edge Min.Embedment Max O.C. r-> 00 V z o
2-3/4• INSTALLATION Distance Speelrp z a z °' O T
METHOD D P.T.Southam P ne(SG--0.55) 9116• laws• 12' a LLL
INSTALLATION ANCHOR Aluminum,6063-TS min. 3/6' 0.083'• 12
#12 or#14 410 SS Screw r0
UNDERNEATH THE A36 Steel 3J8' 0.083'• 12' z
BEADING Steel Stud,Gr.33 min. 3/6' 0.045. 18 Go 12' f.. O laevs
EXTERIOR P.T.Southern Pine(SG=0.55) 9118' 1-3/8' 12' ® 0) ♦-
10, #12 or 014 Steel Screw(G5) Aluminum,6063-75 min. 3/8• 0.083" fY z
MIAMI-DARE APPROVED MULLION A36 Steel 3/8' 0.063" 12' E Z
21 (SEE SEPERATE NOA),ALUMINUM, Steel Stud,Gr.33 min. 3/8' 0.045"(18 Ge 12' O H
6 STEEL FRAMING OR STEEL STUD. Ungromed CMU,(ASTM CAO) 2-1/2' 1-114• 12• G Z z aweas
SEE SUBSTRATE PROPERTIES, 1/4.410 SS CreleFlex Concrete(min.3.38 kep 1' 1-314' 12' a
TABLE 5,THIS SHEET Concrete min.2.85 ksl 1' 1-314' 12' LU CDC
5
114'MAX SHIM1/4•Steel Uilrecon Concrete(min.2.85 kap 2-1/7 1-3/6' 12'
Ungrouted CMU,(ASTM C-00) 2-1/2 1-114' 12• O X Z
a
Grouted CMU,ASTM G90 2-112 1x14• 12' LL LL
5116'Steel Ultnuon Conerate(min.3.5 kap 1-1/4' 1-14' 12' apt ase0 se
1X WOOD BUCKSTRIP, Greuted CMU ASTM G90 2-1/21x14• 12' ,
SEE NOTE 2,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
CONCRETE PER
EMBEDMENT ANCHOR INSTALLATION NOTES:
REQUIREMENT ;r' •'.
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE
STALLATION I+-- EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2 THICK OR GREATER.
IN OTHERS 0 APPROVED BY AUTHORITY HAVING
E E OF WOOD BUCKS TO BE ENGINEERED BY OTH R OR PP
DISTANC THE SUBSTRATE AND EDGE DISTANCE PER INSTALLATION TO -
B JURISDICTION.
RI DICTI N.
TYPE �u s
SUBSTRATE,SEE TABLE 6 THIS SHEET
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 WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.P.E.
.. 11 P.E.#58705
al
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE w NOTE 2,THIS SHEET EMBEDMENT
THIS
1X WOODBUCKSTRIP,
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 1/4MAX `
TYPE E EMBEDMENT ~� SHIM TYP•ANCHOR TYPE,EMBEDMENT AND EDGE
EDGEDISTANCETABLE
PER SUBSTRATE, PRODUCT REVISED
EDGE
6 SEE TABLE 8,THIS SHEEP DISTANCE as complying with the Florida
DISTANCE Building Code
_ ncceptancallolG- .13
L1/4"MAX 2 Date Sq
2 SHIM By
4 Dode Pladuet'
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE 11 °
11 DISTANCE PER SUBSTRATE, >
SEE TABLE 6,THIS SHEET EXTERIOR a
12
USED AT CURVED m
EXrERlOR 29 FRAME MEMBERS ONLY •a . I
11-7/8'O.C.MAX. CONCRE:FJCMU WIVISIBLE LIGHT WIDTH= _ I 5 u
PERANCHORI NDOW BUCK WIDTH-2.314'
REQUIRFMFNT r
WINDOW BUCK WIDTH o:
CONCRETEICMU LU n❑
WINDOW PER ANCHOR > a
BUCK HORIZONTAL SECTION C-C REQUIREMENT W
HEIGHT 1/4'MAX.SHIM O
Of 04
1112 STEEL N
SELF-DRILLING SMS c7 Z
VISIBLE (G5),SEE TABLET LL J
Z LL . umwp
LIGHT THIS SHEET TABLE 8: � =Dj
HEIGHT= Min.Edge Max O.C. U U X ❑
WINDOW Anchor Substrate Distance Min.Embedment Spacing FW.,Z O v 5 -eN
BUCK P.T.Southam Pine(SG-0.55) 9116' 1.3/8' 1T o m y U ANO
HEIGHT- Aluminum,600375 min. 318° 0.063'• 1Y o O O ZO o
2-314° INSTALLATION 012 or#14 410 SS Screw
A30 Steel 3I8' 0.063" 1Y Z d Z
TYPE H Steel Stud Gr.33 min. 318" 0.045 16 Ga 12" g 0 p
�J!
EXTERIOR P.T.Southern Pine(SG=0.55) 9110' 1.3/8' 12" J r• ID
912 or#14 Steel Screw(G5) Aluminum,6063:5 min. 318' 0.063•' 12' F J
A36 Steel 318" 0.003'° 12' U J 1aa45
Steel Stud,Gr.33 min. 318' 1 0.045(18 Ga) 12' ® bi Z G
MIAMI-DADE APPROVED MULLION Ungroutetl CMU,(ASTM 690) 2-tlT 1-t/4' 12' u - v F
1/4'410 SS CreleFlex
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kat) 1• 1-314° 12' O Z Z
6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.65 ka0 1' 1-314' 12' Q ❑ (� a/ooS
SEE SUBSTRATE PROPERTIES, Concrete(mm.2.55 kel) 2-12' 1.3/8' 12' u Z W
1/4'Steel UltO J O
TABLE 6,THIS SHEET reoon Urprouted CMU, ASTM 690) 2-117 1.114• 12' fV
5 rrn �1/4"MAX SHIM Grouted CMU ASTM 690 2-1/2" 1-314' - 12' W j
Concrete(min.3.5 kal) 1-114' 1.3/4' 12'
5116'Steel Uttracon Grouted CMU, ASTM 690 2.1/2' 1-314° 12' X W d
LL W
1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ali!1 •asad sous
SEE NOTE 2,THIS SHEET
• CONCRETE PER ..
EMBEDMENT- ANCHOR INSTALLATION NOTES:
• REQUIREMENT ..
•1 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. '
INSTALLATION EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE
• •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-12'THICK OR GREATER. :• ��
TYPE F DISTANCE '
AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION.
VERTICAL SECTION D-D
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 WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.A 58705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET TYPE J TYPE K
SEE TABLE 7,THIS SHEET
EDGE EDGE
DISTANCE J_ 1!4'MAX EDGE DISTANCE
INSTALLATION DISTANCE ��11 SHIM
TYPE I a 2X WOOD BUCKSTRIP PRODUCT REVISED
2X WOOD BUCKSTRIP OR FRAMING,SEE Q n:complying with the Florida
ORFRAMING,SEE Bnddmg Code -
NOTE 2,THIS SHEET NOTE 2,THIS SHEET goceplm«No�D Z
Expih Date R
1/4'MAX TYP,ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, BY
4 6 SEE TABLE 7,THIS SHEET M' Dode Product
EMBEDMENT
a
11 I 3 EMBEDMENT '
USED
l-
USED AT CURVED m
EXTERIOR 29 FRAME MEMBERS ONLY
®11-7/6'O.C.MAX. 11 >
EXTERIOR'
4 12 �'( W co Y CD
WINDOW 6
BUCK VISIBLE LIGHT WIDTH= Of
HEIGHTWINDOW BUCK WIDTH-2-3/4' a a' 0 0 N
114'MAX.SHIM �+-- WINDOW BUCK WIDTH N slop
0V) CD
VISIBLE INSTALLATION HORIZONTAL SECTION E-E Z LL �LL ° w -'a
LIGHT
TYPE L GHT LU U X N d o_
WINDOW HW-Z m 0 v = °N
BUCK #10 STEEL o DJ Y U' JMp
HEIGHT- SELF-DRILLING SMS TABLE 7: o> O O 0 0
2-3l4' (G5),SEE TABLE 7, Min.Edge Max.O.C. r Z a Z
Anchor Substrate F LL
O
THIS SHEET Distance Spacing �
2-112"x.113'Box Neil P.T.Southern Pine(SG=0.55) 5/16' 5'
2-1/2'x.131'Common Nall P.T.Southern Pine(SG=O.5) 3/6° 5° Q
2-11Y x.145'Roofing Neil P.T.'Altham Pine 63-75 i 318' 5' � CO If2
P.T.Southam Pine(SG=0.55) 1/2" 5' ® b'" Z Z
0.093'Aluminum,8003.76 min. 5118" 6' � ?� 0 F�-
21 #10 x 1'Steel Scraw' � z
1/16'A38 Steel 5116' S' � O
6 2X WOOD BUCKSTRIP EXTERIOR 0.045' 16 Ge Steel Stud,Gr.33 5/18° 5' ¢ Z
OR FRAMING,SEE I-1'_ *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O N
NOTE 2.THIS SHEET ID
�1/4°MAX SHIM o: O z
MIAMI•DADE APPROVED MULLION
(SEE SEPERATE NOA),ALUMINUM, O X Z tl
STEEL FRAMING OR STEEL STUD. LL LL
SEE SUBSTRATE PROPERTIES, afl1 '�a0 ra!�a5
INSTALLATION TABLE 7,THIS SHEET
- PEJ D
EDGE DISTANCE
L INSTALLATION NOTES: '
TYP.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 7,THIS SHEET2,WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12°.1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/Y THICK OR GREATER. b v :
VERTICAL SECTION F-F
INSTALLATION
NSTALJURISDICTION.IOTO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
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 WINDOW OR MULLION NCA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#68705
i
2X WOOD BUCKSTRIP
EDGE ORFRAMING,SEE INSTALLATION TYPEMEMBEDMENT
DISTANCE NOTE 2,THIS SHEET INSTALLATION
INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY, .
FOR THIS INSTALLATION 1/4"MAX ANCHORS MAY BE NO
'METHOD ONLY, SHIM MORE THAN B°O.C.
EMBEDMENT
ANCHORS MAY BE NO 1X WOOD BUCKSTRIP,SEE
PRODUCT REVISED
• MORE THAN 6'O.C. 1 1 2X WOOD BUCKSTRIP O NOTE 2,THIS SHEET as complying with the Florida
JL.
OR FRAMING,SEE iiuilding Cade
NOTE 2,THIS SHEET Ac�ptanoo No t; .)9
Ex'mlion Date )
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
SEE TABLE 8,THIS SHEET !\4r Reederec�
4 TYP.ANCHOR TYPE, 6
EMBEDMENT AND EDGE .
DISTANCE PER SUBSTRATE. >
11 SEE TABLE B.THIS SHEET 3 a
USED AT CURVED EDGE m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE pi
EDGE11-7/BO.C.MAX. DISTANCE
CONCRETE/CMU
PER ANCHOR
WINDOW REQUEMENT 4 12CPERANCHORU j vmBUCK VISIBLE LIGHT WIDTH= REQUIREMENT F 0
HEIGHT 1/4'MAX.SHIM -�{ II~~ WINDOW BUCK WIDTH-2-3/4" O 0
WINDOW BUCK WIDTH EXTERIOR }^ ti slop O C]
M
VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G Z U,Ij LL t umD o
LIGHT — W
HEIGHT= FOR THIS INSTALLATION CJ U_ X N 6 �
2 OD
WINDOW METHOD ONLY, TABLE 8: 1--Z CO O U oma
BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. 0
HEIGHT- MORE THAN 6'O.C. Anchor Substrate Distance Min.Embedment S eln 0 Q 0
2-314" P.T.Southern Pine SG=0.55 9116' 1.3!81 8' Z a Z
F LL
#12 sr#14 410 SS Screw Alumlwm 6063.75 min 3/8' O.OB3'" 6" co
#12 STEEL A36 Steel 318" 0.083'• 8' -� a0
SELF-DRILLING SMS Steel Stud Gr.33 min. 318° 0.045" 18 Ga 8" Q
(05).SEE TABLE 10, P.T.Southern Pine SG=0.55 9/16" 131W 8' a co laays
THIS SHEET Alumiwm,6063-T5 mim 3B' 0.083" 6' ® rn Z Z
#12 or#14 Steel Screw(G5) 6' O A36 Steel 318' 0.063'• -
p1 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8" 0.13415'(1180a)' B' 0 4 Z
EMBEDMENT AND EDGE U routed CMU ASTM C-90 2-1/7 1-1/4' 17 < Z Q arcs
8 1/4'410 SS CmteFlax Concrete min.3.35 ksl 1' 13/4° 17 a
DISTANCE PER SUBSTRATE, )
SEE TABLE 8,THIS SHEET Concrete min.2.85 kel 1' 1314° 17 �S W 04
rt/4'MAX SHIM MIAMI-DARE APPROVED MULLION Concrete min.2.85 ksl 2-117 13/B° 17 W W Z
—yL (SEE SEPERATE NOA),ALUMINUM, 1!4"Steel U6racon U routed CMU, ASTM 090 2-1117 1-1/4' 17 O X Z a
STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM C-00 2-117 13/4' 17
SEE SUBSTRATE PROPERTIES, LL ILL
TABLE 8,THIS SHEET 5116'Steel Ulbacon Concrete(min.3.5 kal 1-114" 13/4' 17 n1 •ossa saws
INSTALLATION
Grouted CMU.(ASTM C-90) z-117 13/4" 17
TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
SEE NOTE 2,THIS SHEET
• INSTALLATION NOTES:
EMBEDMENTa
. < 5• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 11X%ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE
'2X°ARE 1-112"THICK OR GREATER. "
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS '
`• EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
'I DISTANCE JURISDICTION,
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#68705
PRODUCPREViSED
w eomplyi[t8 with the Fkrida
Boildiag Code
Aoceptao«rw 16
Expiration Date 19
By
�Qi ade Produc[
a
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
co Y m
Za to .as
ANGLED/CURVED O 0 r
ANGLED/CURVED C�
FRAME ABSEMBLY FRAME ASSEMBLY N n e�ap O N
90°CORNER 90°CORNER a K CD
FRAME ASSEMBLY I N� Co W
FRAME ASSEMBLY Z �B
Z .�--LL co LU umo�p
m VU XLo o
10 �11 ,, 10 i m F'W m 0 `r 0 W _,Ma
ALL CORNERS TALLCORNERS TO I Q YO Z Z
USE GASKETI , USE GASKET o Z LL Z O it
AND/ORSEALANI /i AND/OR SEALANT I I `/ g O O
EQUAL-LEG FRAME1 ®FLANGE FRAMEi OEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 Cn Z
AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS aZ Z) 71a's
ME (SHOWN)OR CORNER KEYS AT A (SHOWN)OR CORNER KEYS AT LLSCREW BOSSES-SEALANTAT ALL CORNERS a 30 SCREW BOSSES.SEALANT AT ALL CORNERS X CR
a
1IMIl LL m
- ep�l osap sauas
A.LYNN MILLER,P.E,
P.E_458705
2.784' 2.784' 2.784'
TABLE 8:
.084' �a Lt� .094" --4 .094"
Item PGT Part Description Material
S .074• 062' .074" 062• .074' 062"
1 42530 Flanged Frame Alum.6063.75 1.375" 1.375•
1.875* 1 1- PRODUCT REVISED
2 4285 Equal-lag Frame Alum.6083-T5 ,438• 500• .438' 500' 438' as—MAying with dw Florida
3 4256 Integral Fin Frame Alum.6083-T5 1'000" T A=pt nce No
1 .500- �--IIf .050 } -�II�- .050.1— �--II .050-- Ams pones No l - pi
4 4255 7/181 Lami.Glass Beading Alum.6083-T5 —� I 1.125• I r°an'Daze 2jf)�j
t t O FLANGE FRAME O EQUAL-LEG FRAME �— 077"
5 4254 I.G.Glass BeadingAlum.8063-75 2
#42530,6063-TS #4285,6063 T5 M. On tc ProdlKt
6a 4270 Installation Fastener Cower Alum.6063-T5
FIN FRAME
6b 4224 Installation Fastener Cower Rigid PVC 3 #4256,6063-T5
10 705890 Gasket(at go'comerjoints) Polyethylene
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1
� 1208° �--- �--� �-- .346• mJR-05/05116--DED THIS SHEET
13 Dow 899,GE 7700 Silicone or Equiv. �--- --�{ 1'037" WITH SPACERS&MOVED PARTS.
20 71652K Setting Block,Mono.3116'x 7116"x 4' Neoprene,Duro.85+/-1 .875• II II .875• R
I ;
21 71704AK Setting Block,I.G,311W x 1-3/32•x 4' Neoprene,Duro.85+/-1 181
2g 96 x 14V4'FH SMS Stainless Steel ��� .050" ��i .050•
M Y
30 781PQX #8 x V Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > ro
c��
GLASS BEADING BEADING FASTENER COVER O
O #4258,6063-T5 O #4254,6063-T5 68 #4270,6063-T5 >. U
>. e,o0 0 O
(0 NN N N
1M � w o
Z 1L C4 W m uM wo
W
U0 xE2 6 0 U
ALUMINUM Z 10
SILICONE HOT-MELT BUMt
EMENT POLYISO- DESICCANT FILL AREA n j 0 0 Z Z ao
STRUCTURAL BUMENE o
SILICONE SEAL 5116"NOM. �Z D-Z rn O 0_ LL
STRUCTURAL 3/18"NOM. v F O
1/4"NOM. FOAM BUSILICONE SEAL g U O
POLYISOBUTYLEN yyITH ROLL-FORMEp .5 0
WITH DESICCANT DESICC4 Z
DESICCANT FSTAINLESS STEEL F, Q
EXT.GLASS EXT.GLASS EXT.GLASU ,W
® �' Z Z
Exr.GLASS � O
= O CO Z
a0 D °1o'S
INT.GLASS INT.GLASS S Z
INT.GLASS o X N
KODISPACE SUPER n DURASEALO 7e XL EDGETm X m a
76 4SG TPS 76 SPACERW NXT m SPACER O SPACER
0,11 •��eo�a„es
TABLE 10:
Part# Description Material
75 Kommerling 4SG TPS Spacer System
ex Su S nM with Hot Melt Butyl See this
76 Quan per Spacer pa Sheet for
77 Quanex Duraseal Spacer Materials
78 Cardinal M.Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968&6970 A LYNN MILLER,P.E.
P.E.#68705
OCT 2 120%,
FERMAITTING
MIAMFDADE St. Lucie County, FL MIAMI-DADE COUNTY
R4711 11 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ITER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/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 Countyand other areas where allowed b the Authority
Y t}'
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. 6300JR, titled"Impact=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 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03
MIAMI-DADE COUNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 10/10/14, 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 5"' 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 ez,P.E.
Product Cont oI aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
5
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,F.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.
J
Manuel ,P.E.
Product Co ntr i E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES.
NONIMPACT OR LARGE AND SMA LL 1)DETAILS SHOWN ARE FOR THE MILLION ONLY,ANCHORS SHOWN ARE N ADDITION TO ANYANCHORS REOUIRED FORTHE &
MISSILE IMPACT•RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICADONS ARE SHOWN.FACISTIUAVQ N IS UNTRUE AND SHOULD BE N pC
EVALUATED RYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2XWOOD BU=IF USED.
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED SMOTHERS 3E i
ELEVATiGIiR__--1MUU.TO YYY iY
MUF F .—weaNpwntH FOavUtncAtwu— A>a�Ly tOeE
2)THE TYPE/ND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS .� �-2 oY
MULLION9 r "4"'MNGIDf HAVE BEENT6TEDAD•FREE-FLOATNG'AND DO NOT NEED TO RE DIRECTLY ATTACHED TO THE MUt110N CUWALLPS,BUT L NBTALATION INDIES__—_,f d
/ �' SEE OEIA48 "ReerANONAR NOT HAVE A GAP OF MORETHANIAPFROM RIE WP. Bt1LLTOmASOMTY.. 3
/ AO.tlJt &WE YILLTOSTEELSTUL--3 �
__ �sNEETSbW 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWNDLOADS CORRESPONDING TO7HE REQUIRED NULL TO g m
DESIGNPRESU MMIALIONS ARE CALCULATED TO DEFLECTNO MORETHAN LHK THE MSIRESS NCREASEWAS NOTUSED ANOHORSK011-----•2 Z N
IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MYmL LIN fitPs4
BAY MULINSTAU'AM...__4 Q
4 PROPERSEAUNG OF ENTIRE ASSEMBLY 19 THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THERE 1X2x.1ntmLL6PECR 5 W
t X I%,S m MXL SPEGB_._..-
INSTRUCTIONS. t%2.mx9 I&IULL LS.- r p'X y
Illtttlllllt / 1X In X.E6wLLSP=___8 Q2 8 0
�ATHNG: ..t...... /_ iii f t 4EEDETN,s 5A)HCHORAOE fOHTHE COMMON MUWHON�SEE LE%AMPL[SON�SHEETAND SHEET 24.FORMULTIPLE UNITS,CONSIDER ADD 1X1 X%ulZmuLLWwIL--I0 F $ ch
SHEETS 21 --_ 1 AIMD G: ,X4X3 MMNIILLSPECB_11 Q m
SHFE152.1 ONLY TWO ADJACENT UNITS AT WHEN U9WO THE DESIGN PRESSURE ANCHORAGE DESIGN 1x4 X.Jr6TWLLSPECS.
/ ,15X3.1a8XZ06IRRL6PECA_,2 =
t PRESSURE OF MULTIPLE MULLIONS OR PENETRATION PRODUCTS SHALL APPLY.
.. iT5 XS2SX.100NULLSPECB_t] z J
S)WHEN FINDING YOURSRE W THE MULLION TABLES,ALWAYS ROLM LN TO THE NEXT SIZE SHOWN ON THETABIF(S), ,36 x88X.6W4 L4ILLIWEG9_14 Z Z
r. HRmR ill
BULL FM I.SS%L9/xffi4WLLSPEC9.�15
IJD,mn wALµ 7)ANCHOR EMBEDMENTTO BASE MATERIAL9NALL Be BEYOND WALL DRESSING OR87UCLO.WOOD SUCKS BY07HER3.MUST 2X4X.251A.tL2 ry 16 = Q Z
sEeoErAaE. I BEANCHURED PROPEmYTOTRMISFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSIONR 'STANT 2%9x T50fALSPEF4___11 y
[� 9iEET2 AS APPROPRNTE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REOUIRED 7O PREVENT WXL11 X.12SAIL SPECS__18 1BU1
y SCX3W5z BAYW 9_19 F- O
7H REIlC210N3. 4SXSSSB4Y wLLSPEG3mc9_-20 4 O Z
6XLLIONACUP DWEMSvww 2t
ES
HpgSTyyTpl B)REFERENCE TT REPORTS:F714"3,ELCO ULTRACONIAGGRE-GATOR NOAS Ewatks T a 2 24 N
LOA02%3 EXN.wEs_._-_...28 N
DC rSTrW,,L B)MULLIONS AND CIPS HAVE BEEN DEIGNED B TESTED TO COMPLY WITH THE REOMIEMENTS OF THE FLORIDA WILDING LU3
wST eE CODE AND ARE APPROVED FOR IMPACT AND NON•IMPACTAPPOCATWNS.MULLIONS AREONLY70 BE USED WITH
/111 04MPAGBREO POT.APPROVED FENESTRATION PRODUCTS HANNGCUXRRENTAPPROVAS. Q L9 ¢ O O
9YPGl,
—'.........-_ 10)MUWONSAREW COMPLIANCE FOR USE IN THE HUF2 _
� � K
J a 11)QUANTRYOF UNITSWITHIN AMULTIFLE MULLED ASSEMBLY IS UNLIMITEDPROVIDEDTHATTHESPAN ANDOPENING
ePnt SHE£T923 MDTHMEIOHTOFFACHINOMDWLMUWONCOMPUESWrTHTHEREGUIREMENTSOFTKSNOA
LEnGiN KOFCpRLL
IBaQtx INSTRUCTIONS
ADOTIIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE RESIGN HIESSURE REQUIREMENT fIBSAfT'J FOR THE OPENING USNOTHE ASCE-7 STANDARD.
(—HRRZ WXL LENGTH—I 2)CHOOSE AMULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH
ly
"IIDImHr ' "' 3)REFER TOSHEET 25 TOOEfERMWEIF THE WINO LOADING IS'REGTANGUTAR'OR'iR4WLtlA
ORRRAPERIDPL'.
�� REVISED
r-\ pPE1GX, =-. -- 4)FWO THECHOSEN MlAL10N5 MULLION GPACfTY MMFT'I FROM TABLES IA 7FIR000H HOA ON SHEETS STHROUGH 2O REPE6TNFIY,USING
� P2�ylye Fipm
-- I THEANLLTON TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MIXUON SSPANNING VERTICALLY OR HORPDNTALLY).THE �B�y Q„S4
Hrc, LD+N mH'1 �' Ov _ d '• wu
STEP CAPACITY RLISrFM OBTAINED SHALL MEET di EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBSIFTn FOR THE OPENING OBTAINED IN Acm144nce�W 1 ; ,
L L I S)FROM7HE SAME TABLE U9EO IN STEP ABOVE FNDIiEVALUENTFENEXTDOIUlM ANCHOR CAPACITYRC-0LIRED RBSL TH S VALUE M2
_I REPRESENTS THE WWOLOAD TRPNSFERAED TO TME SU89TRATE BYTHE ANGORS ANOMUSTBEMETTO ATTAIN THE FULL MULLION CAPACITY.
,j oFBrBD,vmW ,
SINGLE MULLION SINGLE R.BRLION FgtYEATKALwLL 6)FRDM THE ANCHOR CAPAGTY!(BS)TABLE OHTHESY)SELEET AN ANCHOR OUR AC1WLSlND VERIECOND1THE REQU.RED
OPEViq WDtN ANCROP/SU857RATElANCHORCLIP PATTERN MAY APPLY)SELECT AN ANCNORCUPPA7IERNPND VERIFYTHAT THE REWIRED ANCFIOR 0.• �
FOi1vi3RXxwLL CAPACITY SMET. `�ae1\;'LICENSP F,y�i
0SEECGRRESCOWDNODEMRs MULTIPLE MULLIONS7)IF7HE MULLION CAPAIXTY RBS7FP)OBTAINED HN 7HETABLE IS NIGHER THAN RHE ESWNPRESSURERFQVIRELIENT R09'FT'1FOR THE =i':• NO.0705
FRON F%RIRE I ABOVE OPENING,YOU MAY USE THE'ANCNDR CAPACITY AOrU87MEN1 FOPMULA'TO OBTAIN THE IAWER ANCHOR CAPAGTYREDUIREDIWITHTHIS _
VALUF.ALOWER PNCHORCAPAGTY OPTION MAY BE SELECTED FOR7HE SAME SlA9TRATE - :a.
-n 6
STMIDAADS 11SED: B)VERiFY THE DESIGN PRESSURE RATING(LOSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ��O'•.• TC P
42014 fLORiDABUM1DWGCQDE(FBL7,STH EDITION CAPACITY(IBSim OBTAINED FOR THE MULLION SYSTEMLTHE LOWER OF THE TWO SHALL.APPLY FOR THE ENTIRE MULLED FENESTRATION C A'yO1iN�.;• \��
4ANSVAFSPANDS•2012FORWOODCOhWRUCTION PRODUCT ABSEMBLY. .. JO��
4ALUMINUM DESIGN MANUAL.ADM-W,0 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMT. ��:5'�I ••�\
•AIS13100-0752*DW 'A.L7NN(�y(1 A.E.
FL P. SB705870 5
4
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DETAILA DET l$: ku+iDN gge
MULLION T02XWOOD BUCK ''8j11QM MULLION ATTACHED TO IX eu2itsraw TYP.AiKRQR S�
OR ET CLIP AMWr, C= FERswsrwne. �Y
(OFFSET CLIP SHOWN WOOD BUCK AND MASONRY ATTacram+r sEEsa�rnatts cedes i`
(STANDARD CLIP SHOWN) SYDBERB..
9EE NofEL r
.._.__._. , i i 2T•Ei FCRNIXE �n.., i i cRRAETEwaiu:[.
6RfE�JfrfE
ErARnu+o .- LDC,ATKN9 I. ----.!osu'cT DN
MTxYBE r. ..n ' +eV� �' m `° • ° '^,` i EWE W6TN1C8 16>� .L '9 FQ
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"W9NEhND v� T'/
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NSOBEUSEDFOR • 4 '- � F.,
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MAUES I
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. SIDE VIEW FRONT VIEW FRODUCTRGYL.SE
m rotAFiT1vE wNYf 0e FNtt41
FRONTVIEW
Alc."IOTEe i
e`w'mwbMbae" 02$2!
INSTALLATIONNOTES:
T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL EEBEYDNO WALL DRESSING OR STUCCO. �eOU
11
Y)QUANMOF ANCHORS AND MULLION SUE SHOWN ABOVE ARE FOR PICTOWAL Fe-RFSENTAMON �ftt�y tYNUA 'i�
ONLY.BECAUSE THE ANCHOR CAPACITY tSOASEDPAHrLYONTHEANCHORTOANCHOROMANCE,TNE .�O •!F ;
CORRECT QUWDTY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE '*+`i�}GENSC'•._'}
FOLLOWING SHEETS,FOR DETAILS A-D.ETHER THE STANDARD OR LYTEMORCUP MAYBE USED.
it; No.EBTO5 •,
3)ANCHORHEADTYPEMAYBEPANHEAD NOQE DORRATHEAD.
(r=
4)WOOD BUCKS ARE OPTIONAL,SEEDETAE.C,SNNEETS, -t:.� ILI-
5)FOR MASONRY APPLICATIONS IN MIAMMIIDE COUNTY,USE ONLYM1AM40ADE COUNTYAPPROVEO �'�^�.''•.;ROftD?;. 1�`~`
ELCO UL7RACON OR ELCO OV SS.AGGREGATOR MASONRYANOHORS. '��'t�sr�JAjAT••�C��,
A.LfFB4�MFU. D,E.
FL P.E.566
DETAIL F: DETAILG: DETAL It
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP "
CLIP BAY MULLION CLIP)(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SET&O,ET52 fANVifdtINSJAlUTiON DB'tlN 15' bY0.
'0S➢ELT,CSUSS[MtEe. BAYA4JLL
Nuunl �a m
a o 0
O O O O O O O O a w
O O TO
OP VIEW N
SIDE VIEW I i By o
B�xMNNT1N rz<•xan• I TOP VIEW
EXTERIOR wt:ray i I i I iP�aresifure, �"j m ,
a� 1 a�TA01�eeBoa lta g >�
E TO rrrs gt.C— I acReuBsTmm. /� I ; EXTERIOR m Z
SEY TAet£S 5B.1{B
i I � i I �TxsANGtEdJP, � �,' Q Qi G
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3
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I I uurcBElxsTALum O O
TYP.AtYMpi ��, �
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b�TABtID 16H0
1NJOYA'AM,
WO%O .STEEL STAt CLVTOSE ;ERIOR CRM5501HY
q) A•-tBlWU0R11N£aYtY MWtfE6wftElA t{_ Ec10RKoi
1.00
YRIXSUCTREMSED
,.{ G mmfi4�S.dIbWo FlaidA
-04Y marEEL } i f+ hnYgaAc Nu V-621am
Q.4 AIUNCNUOq W50.y1Y 1 O f FsD�Ikn ILU I2,
GOOF.
TASTAK:£ fly
PFO M'
£000 ANVIIOR
oeAANCKA....t f S NOT&4 FOR IHSTA(1AT70NOPTIONOd H: `ti t%,YNN�
NOTES FOR WSTALLATIONOPF10N3 F. .�. O 1)USE2ANOLECLiP3 PT3LMULLION END.CLWS MUST BE INSERTED I\=&OF MULLION. ����•'ytOENSg'':FR
t}OETAlL s3 NOT ATK5.M.19lEf0R IHEBAYOR 115'X211'%.125'MU[LION. 2)DETAIL O:SEE TABLES 18-1148 FOR ANCHOR CLIANTITIES AND SHEEVS21-23 FOR HOLE �5� NO,`•*`"V�
LOCATIONS. -
2)SEE TABLES I&138 FORANCHORQUANTITIESAND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 15808168 FORANCHOR QUANTITIES AND SHMT22 FORHOLE �v• g 6 UI'
u-
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPDGATIC2i. iOCATANS.
FL�68T05
i
TABLE 1A -
Mu@m1C I TaDN ���l F�
N6CYM83{RvvolEcaF�6pac3�ttptntiwa1a30P6nN0tIs'Dh3 i4mRam? p��}�3yy4+
a4, ab mb 6003 mb Imb itOb NOb fab 7Rj
Dsc1a01w &yY7A.¢ R. bl L11n.,4 Aa1.4- w..2 51.a+00O. Tm:ialvi9. INRaIOLt vMna,A -wow vvnftg B-04.. "w.^4 tmc16y4e P.a10P4✓ Dmlraa Sq
1*2..126 L0&n L-6.0 L-ft L.1... u.** Le•Mw EA.Wn L.S*V 1..dn9 I..AeO torero L-ft
4 m (I1u
4203 111.0 10 It1.0 311 032 01 1146 30 /U Am IOrA an mA 101 t0U 019 a.l 4m U I0 310 659 4m IwOU.O NO w 4M I ]H 010 s0.6 a1 iub N9 1w 10£0 NO W
O
146, 14A W2 630 339 64Sit DA M 030 012 676 216 its ala = 916 its 312 63.3 24 mA NO 61.0 IN 012 44 61.0 US SU is a2 N6 234 Sit 61.0 244 � 0 =
mitib 00 331 7U 334 632 tat CIA 225ISA M 663 2m NA 361 031 tat 3U Us %I ma 3. x91 IU m0 NA am 42] its 329 NI 1U 219 MO 201 list N0 � DD3I "x N
Mb aA to 170 203 a9 W a.0 Sat NAW NA 100 ]3A N7 IIA 106 203 247 N.4 IN 243 213 36A M213 N7 20.1 /a 1" w 30.1 195 m# 341 as m0 (0 � O i
mb 3U x00 413 11%)I= Ma NA 166 MA 200 31A 103 NA 200 14A la xU 3aD 27.1 539 102 to20.9 Ir) 1U >m 30.0 169 03 �
mb 01i Iii ]lt t'.6 Nb 111 SU 14 237 161 26.9'N. .17 561 NA to 141 311 Lad-w tU NS 2£7 .4 � 3
Qb 21.6 100 3U tit Ina IGS la./ in - IN 2L1 Ib 140 163 21.0 IN 2'
"I. w tm x32 j'" m4t.
I" 119 176 346 rd {pU
7103 t" Its 147 V1 Z
mb nA 110 Itx 2 J ' .a-
Q z
TABLEI9 ANCHOR CAPACITY AAIUB7MENT FORMULA: t5--
AncherCa t6IL ANCHORCAP..,.,,•,
1�Awm. 2rk ]A6RR.. Ia10.WU CLL PI 2M (D�)X( ).ARCHORCAP.�
#lelp Vr50Fb.Yte Dw W SSfipo tl067M 'Saba 11x6032 FOF%ONCAP.O91A
Armnryt. m3t61smcm
11-1 .10-tx61Mraca Lr lk6tanem X
AnaharC2PPattemltI.- A9y.War I3.w amaesin 6ui.to»a:n.ttts/ 61wWs5 CAPACIS RVOUI EW ORRES CORRESPONDING
N y
TQp Otabro.pa 1• atm 1• atrr >ve r x•'m' 1• avr r aIle r 0. 631• am• ACTUAL CAPACITY WRREMENTF R H AN X Q
11ra.as..t Syr syr i•Y1• fy1• z NN• 1.iR• L1M . tnA• b, z lyr fyr Pas OPENING.
PRESSU.WHENREREOWERTHANTMTHE
tArolwlal. 313.n.n rw.mror i+w-ftn INp SNp Wp p i641ft nap p aHp rap a p p wap 34tm .aro. alias CAPACITY(FROM
IT IS TABLE)
FTHE SEILECTDN 6 ^ Jt�1AmtM30s.1r 0.arwaM.iWA106gPn33 4m3a Imp wA WA mw m6 p w6 WA WA WA r9A weft Resp 11Np CAPACITY{PROM THE TABlE70F7HE SELECTED
iLcaa ri4tnn.rt3}asAryAr 1 $ p Imp tx4p Imp awp W. WA M. 10. Mama M. M. aHW. tsap MULUON.RWKLYIt3DAMWUMIMANCHOR
xAmtsna6Ar3Anaaroi.a,bm.ezr A3u.ON.1 IYA 3aA 19A wA WA xa x3A WA t0A WA WA WA WA t9A 115. CAPACOYWHtCH MAY eE USEDTOQUALIFY
I AaAprFi2p;03.61 Imp tap mp 1A1p p 1. 4 t In. crop Iwft SRp n" A. 231 a. tap ADIONAL ANCHOR OPTIONS FROMTH9
2u.9p. LtT{i,ant£tib Npp 3'4p XO+ WA WA 3ik! tap Xqt WA WA 0o, wA Nip 44Uw Waft ANCHDITOR CAPACITY TABLE
NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THEBTANOARD CUP,
FIGURE I: FIGURE 2: TABLE NOTES
�_.� • • • I USEESHEET I FOR INSTROMSONSON USING THE TABLESAND SHEET 25 FOR WFORMATIONONI.WDiNG. ammti7ta3m 6a6, YkNit 11.
G�1J SEE SHEETS 2-4 FOR GENERAL INSTALLATION METNODS. Iepp• D".Sc. e
A aft TA
2)LDtEAR 3NTERPOtATiON BETWEEN MULL LENGTHS A7IDHIROPFNiNGWiOTH3IS A310WABLE �6 Yvl•I
FIGURES: B/
•
3}Mtti3.i0N ANO MtAliON CLBPB SHOWN ARE NOT TO SCALL FOREXACT00SElYSION$SEE SWEETS
• • • 140=70BE[MUMINTHEFIELDFOLLOYAWCIME3SKNULRESTRIC710NSSHOWNONSHEETS21- z0ow
FIGURES SHOW SUGGESTm.APPR07BMATE HOLE LOCATIONS. I!
ANGLE CLIP MUST BEND IN PAIRS. j 125'
i)SUBSTRATES:CONCRETE914LLL CONFORM TO ACI�iSPELIFICARONS.HOLLOW AND GROtlFFiLLED JJ__ I- tt ..••••. 1
CONCRETE BLOCK UNI T)CMU)SHAU.CONFORMTOASTMOOa WOOOSWILREPRESSURETREATED 1[' .` •t'n�'O�uNSg••'.•, •w
S,GtAiE4: F10URE& FIGURES: YEttAWSOUTHERNPiNEW TH AN Sfl OFnAS,ALUMittLM SHALL 8ESL83•TSANtl SEA MINIMUM DF.f25' f �. ' '•.ii��
TH ST.12 THICK STO BE AAIiNLMUM ANCHORS DE INTO ETALS S'SHALL
NDATLEAST3 CREW THREADS
B BEAT /•%YX.tx6'MIAigN - �' ,PSTOS C
41LL31.. • TMCV-.STEEL
STUDS To BE ALL ANCNORSINT 33 AND WT CK ENDATLEAStRMRAL USED.BEYOND 'r;
f • • THEMATEIM-010 S 412ANCWRS INTO WOOD MAY BE STEEL IBB S.S.ORAID S.S. �•_
=�•'. , ,BOF _ $,�
li fYttSN�,4ER.`�.E+
FL P.EN 58705
1
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1
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TABLE 2A" ..
MnDpA Cc 7Wls ;pS� )
OpsAtnB VildO tkTleNaa¢NrMANABrnWap)orOPmNBHeWMttwitoemr+0 rymAtbm) ����
Wh Wi0 TOW ww Ww lwh 120w 140h Mi.
Rp 1+11rtAAA. LaSGapdN iP}Y{A.rtq il�F--V- tYaprramp.
e
-.0,t, RdFam6 R1ctv Yf TnW3tfua. R--V- TmY04.-.V-TV71.4 Aadp� StapAlr,D. to RaptanOtl6r 7-v
t%24.3T6 La44w 1A4W Lm6tl lAM6ig lav 1,wso I." L-ft W-ft Laa&A Lmft I--. L-6m I." Lax4B LmA,a I.- L ft
AWMT.b
Y
11 11111 fill, 1 11 1 1a I It 11 1 141111111 g g
4a'
42w tJ80 -1arna 416 imA s61 tTRO ua f34r tlW ira9 fi0a 6113 - 1414 ata tare 88I 5638 M 90.4 ai 1689 as ra> 8!R 1430 m7 6`01- 1..1 s0 at aw tea9 aA
o
mw tate s91 I M01 419 i0M OW 1162 410 SILO MI 1447 4m MO 667 IMO In RGIM KH, am We Wr 94s ma WT WI m.0 3mo 414 501 80A I]g9 an0 w WA 1u x
Isms.tart aW Intel RTO a4 459 we an 711 a6S a6 1ea sae 458 64s m as 418 eia 157 6Le as a0 136 412 450 WA orb N m0 --I Is)1OZ4 4% 640 460 K N
Wh MA 444 .21 an 7l.2 4W mg fi0 SLG - mi 32Z 314 400 "A 153 MI aW .0 316 a2T 400 @.1 aH SSB p9 site 311 80.8 400 sit a5 mi 4W 614 m MI Q �
sob, 03 -1m.1 110 M.4 wW.5 2701-1 M m,Z 2s4 M. - 488 2W 149 1N 4x0 234 11.1 I VI QA 1m IMO 1N 49.6 739 811 1N aa3 134 tab 421 403 2m m N
haw WA 491 STA IT+1 Ms 884 40.atae 184 SBL 418 217 414 29f 448 187 20D ZH/ 3xt 13L 1n9 184 3S1 713 214 301 336 SJ4 183 19+ 1x4 130 188 ?04 ala 2W 1g
Ww 488 2W a0.B g30 80.9 im8 424 113 a4 794 M,6 .1 M2 2W all 214 28A 200 Otte 218 Z4 786 Tae 152 193 4W 140 110 "'r2W V., as its 248 a.7 wo �
72w 48,0 3Fi A9 tB6 Oka W5 421 191 �> ?n gni 1-44228 T6 268 Its200 SA Y1e ttD 180 2a =I Its its 133 203 I" 124 1a
It.
116 !it T38 t48 t78
raw 81e 2@ 420 tTr 2x3 204 11,1 triN.9 201 21B 170 142 ROl 214 167 1910 1lV 19.7 160 141 182 584 wits lar Its169 as I- fe ae 143 fie 130--I--
raw 264 iW $e im 123 1gk 23.1 Re 191 IPS V. 192 1417 sal FRT 163 467 192 141 131 -I 143 tab 1$ I. tO2 1x2 iDt t0./ 19 Ma 440 eA v 142 iW J 'p
Ww 186 1M 140 tl6 184 W MI 116 d'_1 Q O
rain 182 ITT 1fi8 iTi
TABLE 29 ANCHORCAPACITY)
AAeNWC a Tld%o
s51a6e5a SI CaDAm 1.G Cm5.
-4w F-M prYpea N1W tD v)X(ANCHOR CM...w�oMCNORCAP.- , N � N
b156'Cmo VrsBske&WC.VP88F8w 114 BIM M... eVaMULLION DAP.,.•,,,,
An:Mt 7t46•ESWSiarbo-T 1rrfJ»phOSea b96`FN'aLmnsan Ui`91m V4rzm NI X
MCMrCBpposems Lmtwt ,tl4w4.rct 1%1eem5 AWWa'o]smxte{iit>DmO{(L1) 8stew493k CAPACIT FORMULA TO OBTAINOSRES THE'ANCHOR
2gpWh,meON r zla r aur >w• s• aur 1f ata r 1.- r ata• 9n4• a1N• ACTUAL PRESSURE
REQUIREMENTFMGTOAN d ��tJ1 vQ1
FmiaAaeM aw• 1aw saa- taw r 1.vr asa• 4.417 tua• 1.10 1.44• Y tale• tare• w4e1 ACTUA.PWHENREREOWERT NT FORTHE K
2 Me. 4 VQaNS� .tk u1b ao9mt 4s1b 67ob tawb
Is
smaw b rpb 4Iw acme Sa H1b 4415m 3Wb 47PENiNG,WHQ3iTMLOLVHi7WNTHEMUt15tX4
4ArcM1 L1YMat aa.JDfao45a#C1411Q> .Zk 4Wb 700b ksL NU, WA WA at0b WA WA WA m WA mob aroma 11pb CAPACRY(FROM THE TABLE)OF THE SELECTED
tAsbae 3'474 tleIN114A pe0Aar5fy.a rWb imbSpe tem seeab 4tOb laima WA rWb dame Nob teazme m2m amore Upb MULLION.ITYBLLYIELDAM91QdUMANCHOR
x ATlua Qa3•Hw.a4J403,a%0.121•Aum.BL.4k WA WA WA WA Nd WA WA WA AA w WA A ,W rm98 CAPAORYWIHCN MAYBE USED TOOUALTFY
lmcevtJrtq,lFla e1: r9ab 1g5b lams m eNb tub Spm. nib Haat.. Him. 13th m5M tWb 2Nb 1mb ADI)rrM L ANCHOR OPTIONS FROM THE
1Axaae LtYAYt O.CJ 2a .kflb WA WA WA Ss1m. AK WA Apt tYA W4 041 ms aazme '.IIO ANCHOR CAPACITY TABLE,
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERNANDANCHOR VAWESASME TSTANDARD CL1R
FLOURS is FIGURE2: TABLE NOTE31 - ERODUCTREVLSIXI
t}SEE SHEET t FOR INSTRUCTIONS ON USINGT14E TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1DarnlFua wlW�fIM09
i SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Low
2)LNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDWOPENiNGWIDTHS IS ALLOWABLE, UT !Sr'D
F URET3)MUARE
Miall iAab%F
WOt4ANDFAUWON CLIPS SHOWN ARENDTIMSCALE.FOREXACTDLN SHOWN SEESHEET52L23
FIGUREHQUESSH W SUGGESILLED IN TD,HE fl APPROXIMATE
HOLINDE
LOCATDNA1RESTRiCTiONSSN414TS 0N5HEET32t�3.
FIGURES SHOW SUGGESTED.APPRO](UAATE HOLE LOCATIONS LYN
Jr
ANGLE CUP MUST DE USED IN PARS, 1� '1yyC[N14g'1;51Y"�
4)SUSSTRATES:CONCRETE SNNII.CONFORM TOACi 304 SPECtRCATfDNS.HOLLOWAND GROUT-FILLED
CONCRETE BLACK UNIT(CMU)SHALLCONFORM TO ASTM OHO.WOOD SHN-L05 PRESSURE-TREATED
FM+Ul2E4: FIGURED' FIGURER: 6b7DS
YELLOWWJTHERNPINEWUHANSGOFO.88,ALUMWUMSMLMW63•TOANDBEAMOAMLW OF.125• Na. _
THiCKSTEELSTUDSTO BEAMINIMIM GRADE 33 ANDAW THICK(18 GAUGE),STRUCTURAISTEELTOSEAT f`X2'X.S76`MjU.I0N !/
LEAST.126•THICKAND ASB.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST S SCREW THREADS BEYOND
�# �Y_�� �__� THE MATEFVAL.A40 Rft2 ANC!{ORSINTO WOODMAYBE 47Eft.1683.S.OR440 S.S. 7kQ••, ST.$ `b=IAV:=
A LYNN MIIShET3,•P.E,
(1 P.E!68TD6
TABLE 3A
Mutton C1 @ i@b86 }};; py 5
OpooftwXBR I♦4k1@t 4i malDm)or OP6fJn8R6Wdtt1@rh+nmND %P> 19cuAan) "'YE
w1 wm mm eum tlon #con S70m Rot, t600
14216. R4caagfu Dw u. Wganpbl h##m. lma1a44a T1w..O. ROOt.QV Tra2R0400 R-tow a nwmaq. ft--VWI1gYf6m41 R4 ooThorGYC Ra-w 4apfw00 C
AT6Alum ia4Av L-Aft I.-.. I= .way t."
rmmo tm. rcNgp*k caatp taemm {p{rm4 Lot craft LAAft pp iwapy{ LAft pY
twmPn S '� g 5 $ Jg � 8 gid'
h hu
42 It 110.0 am 1760 4" INA TM RAo 4" ROA bee Imo em il"I m tm I Om Roo Rib 170.0 mi 170.0 1219 170.6 621 lmz 13M R0.0 ml 121.6 not 170.0 s21 Me I'M im@ ml J W
a. imo 100 Inuol m4 rw w 1mA 6a I- 022 1764 eM tmA 1fM imo 401 141.6 iQtl 1m0 eR MMA iQg t7R@ m6 1#04 ifffi YmP 6w IT$ ttm 1160 am tl+I 1156 1764 IA6 J =
mAWm tm0 TR 'lob w I?" Soo 1m0 2)f Ime I= Imo w4 1406 ton imo mO66 1W2 imD TQ RYA 102 MO M 27.0 j= Imo 750 010 1031 tmo m ma !015 17.0766 +�'� w W
Z,
1106 1W ",
41
2 Mt] 001 mo at 1312 w wU 150 1200 w as in 7710 0w tall I Ti4 " w Iat,# 70 m w 140.6 7w at 49 1/0.0 TCD as tW 7P@ 7m � I P
101 1461 126 151E w MRD 135 00.2 617 1N1I YM 11@0 600 162 7M 1072 600 NA 235 89.6 6m me 7m 00.1 616 m1 735 01.0 614 WA 7M 246 574 Xt 733 7A 614 � 0
63" 1. m . OTS 7614 6m "I" M7 6110 6w "I w m2 1' mr me CT OA fo.o 631 m2 6m 126 m0 666 6m 760 621 as - no at 30.1 m ?u 621 J
m1 10@0 wI'm mm] 647 20.1 611 a,
m/ 650 601 662 m1 mam mtl m1 T1A YB m0 N6 07.6 is 412 W? w170 21-0 60I m.T 171 310/ 007 m.1 04
7th as sib DSA aa3 M 610 AO 424 mb IO 443 M 61. 410 670 Al. 434 7o m3 An 446 610 m0 401 XO $1014" 402 262 110 AAA 391 13.0 610 44.3 386 � vi
7111 MA AN T2$ a0o 6/A w4 61^7 = toe 4m W.1 366 a4 450 102 'M 30.640 AAA 373 XI 1m 114 30 200 1m R] = 240 w 30.0 Sm 21.1 Am M.T
211 642 436 WA 361 13.6 435 m.0 313 A30 at ASA 356 466 ase XT Sm 141 AM .ADA OM 621 170 IS 051 M 4M 34,4 314 210 4M m! Xt mi 44 322 ;ro
101 414 371 41 m 541 w X4 sm 10➢ w 74 2M w Si! 213 316 232 327 M.Y of mo 22Y AT 210 I7A W 2110 2m 11.0 321 163 266
/6k M.a".4261 IR 202 - 2410 Sd! 2109 240 53.5 2R Ar 241 16.1 w mA 240 R2 MI 163 210 SAA 241 160 Xdl +vt^X• 4~'3, G yg }}O
Iw1 242 7102 2R 30.1 201 ll] 527iw 10.1 OD Im X771 225 166 216 10.1 47 i6A 214 I"701 1710 I- tV IG y
G x 4
TABLE AnGrorctl rad). tl ANC
HORCAP
ACITYAOJUSTUDITFORMULA: pq• {
ANCHOR CAP.,.,,,,„
ea44r4 ttxfaltlf4 3wom2. 6wnr u 1TWGA1 Frvr@w ()R)X( ).ANCHOR CAP.., a .�
rAmrlo4 Nfr EleRwcm 1H"Fko1W'Iwe 27r Tt oilt46an wEtatAazn .w28 E&4.wDea vr.0 @106 @12.& 2Rska MULt)ON G�AP.A,�.ar
And-0p PAtwm. Resm1 p6y rwu tmuwn Ata mw&_Z)ft.r) I;aorW51 USETHISFORMULATOOBTAS4 THE•ANCHOR
EDSs cesurca�J' r bnr r 2w 3Da r212^ r 2vr r 5.1rr r 0, Obr P]xr CAPACITY REOUIREO`CORRESPONDPIGTOAN
Em6ea4rnrm f.w rtR• IV tv1• z .w M1iN• t.tw• t-w 1.w a)rr r ttor taa^ vAe4 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Harr w6 .clarmeoronalUd O txa 2r a mt m ta4a zmlw m 710dV R wow. b. mi @a 4Q)Y seP OPENING,WHEN RIS LOWER THAN THEMIJLLK7N
aA0=rar3Bf.trrma124))mw@m6RpO0p 610.27 A/O"1.4d4 twr wA 1451 R24 n1 wA wA R5; wAm ONWm- xman CAPACtrY(FROMTHETABLE)OFTHESELECTM
4AncM rW:Q6tWa1 G6a! Dk 7o3b I 1®64 61010 r 01 16461 slob 6miw i6A 760¢ TwR1 omw. 1m2 R7m ib tcv4w MULLION ITWALYLELDAMINWUAIANC70R
2Mekn 60Ar A6n 0.0.IDU6,Mo.Ur ALa al: IQA wA A WA wA ItA WA wA wA WA WA " wA Its. CAPACITY WHICH MAY BE USED TO QUALIPY
tatsmrt F-0dFit "-0Se: 12sm slab w5d1 422b fMin Wwa 1712a lm6fl 1RG SV As -ft tmd 021ft -ft ADORIONAL ANCHOR OPTIONS FROM THE
2AntM4 1.1YMri O.Gitlb .Ox 24ob 61@b WA 1710 wA wA f M wA wA 4010 wA A41ra 40. ammo ANCHOR tiA{+ACLT1'TABM
NOTE POR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CUP. :: C4RCLEDVALtJESAREUM tHMEKAMPLEONSt EU24, PRODIACTRmsm
�.J o4c�t+ttiaawi@16tRaf86
FIGURE I: MURE2 oNo
�_iL� • * # J TABLENOTES: -�S.WO' 1DmArmllrvoi, !
FGN ONUSiNG , LEAND SHEE26 FORlNFORMA710NONLOAW.
SEE SKEEMZ-0FOR GENERAL IWSTAlth7GLH METHODS. D7
FIGURE.. 2)LJNEAR WYEWOLATION BETWEEN MULL LENGTHS ANCRROPENINGWIDTHStS ALLOWABLE �`11O CS LY{{Ar aJF/r
3)MULLION AND MULLION CUPS SHAWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEESHEETS 21-21 2760' �``�{.�,.'�fOENSF)•��C,rl�^'�
M ! • * HOLES TO BEDRILLED IN THE FIELD FOt LOWINGOAMENSIONAL RESTFICTiONSSHOWN ONSHEET521-23 � q':
FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. `�: hi@.Gfiilrti •'fi=
ANGLE CLIP MUSTSE UaEDINPAIRS. 4)SUSETRATES:CONCRETE SHALL CONFORM TOACI 301 SPEC04CATIONS.HOLIOWAND OROUT-MLED
FLGURE4: FIGURES: FWURE@ CONCRETE BLACK UNR(CMU)SHAIICONFORMTOASTIAM WOOD$HAIL BE PRMSUFWTRFATED
YELLOW SOUTHERN PWEWRH ANSGOF0.65.ALUMINUM SHALL BE60S3•TS AND BEAAIA41MW OF.I25'
LEZASTSTEM 5'THIC AS TO BENOA3S.AL ANCHORSUM IDE33AND 4WLIRIA TH1 EXTEND
ATLE LEAST
SCREW
THREOGEAT
ADS
rX2.TYxa76•ARA.LgN '.�'L�. a'tORt'3t`.:'�ry ;
LEAST.125"THICA(AND 2 A CHORS INTO
INTO METAL SHALL.,1"$AT LEAST 3 SCREW TF22EN)S BEYOND
THEMATERiA46L06612 ANCHORS INTO WOODANYBE 57E8.ts$S.S.OR 410 SZ,
'
FL A'4L 501�P.E.
WW SB705
TABLE 4A Olt;
��
wm qN ION ooh 0m WON IAN NON took
382.Y6% Rat1Ai0YA' Dgt78Sn. TA1y74up. Raa5.Ai3x nMrGmp. p.WQY T+afto RfomDRta TW 4.0 RKIm w Tia OAA R.*W. 11*r v 1.A..5oY T"on"0. R"NepdB TN{YItmO q
AEDAWm. Laa3'y$aV ppLB�Mypy4LaartO �QaEEUBO+rert yyRIL.6Vfioft WOpDpro rya:1w.&% L-ft '�q$nlvgn�gv ItoftM Loeftm• Iw7n9 }py�Lot�yppgw LN*V L"ft Iwbon p(I.&*
T.
E m
aN RSO 420 YTSp q3 470-0 Ai fi6S 418 fT00 Ow 1700 6m 470-0 1R0 E5B t740 11101,0S
EA 170-0 124 t70p S21 1760 i/m 1714 S21 tS57 fem 174-0 qi t]O.S iEm f7DA SI J
ail 1760 Tm 1T" SNA me m onto bel R60 99I In0v 5m Im 1117 110.0 wl 'NO IAS ER 110-0 1411 Wife Dq X41.7 107 1760 Dw Ia,S 1417 R60 80 Mi.] Nil ROA !! J S
agEN Ims IV ROA 7W Heo as YRtB 411 1764 fab tT40 Ew RGA 119E 1749 723 1520 RSO N7 148.3 Im 1740 m IAA Too, INA 7SD IRS Im 17010 RE a.4 Rof INS 755
7
wN 174-0 707 tIDD DR 1700 914 1AA 8a 1760 1110 174-0 714 too] 11]0 170-0 141 IqA 11]0 ql 20.B }110 ITOA 5A IDU IIS] R0A wl at 1110 INS 101 757 t1a tT6p CDI N
qN 4704 OSS 1760 791 iS0.5 aS Fpd 7a 1255 a5 111.3 741 114-0 9k5 172; 7a 974 015 7m ef.4 975 iktA 730 R2 91S Rot !iS 521 aS 111-0 7!S &A aS If1.{ riS
qb IEfA q3 151017101t2" YEp 134-0 Epi Ins 1x RU 141 p4A 00 1173 574 aA D3tl qx 709 Dm BOA 140 tal q1 p{A 914 842 qp pal 5u ATA D50 01.1 Ep W
Som tRf 7a 1460 tW 00b 7R (IDA 815 043 787 1439 024 GEE ITT f10/ 114 no 7a ow me m 143 Sit SSA 79 7" W3 a72 757 782 ai ai3 Ia 752 �S �^ ILRN 1a.7 OSO ImB 8S4 048 050 BfA 140 R1 em MOA WA 010 Sm 723 3x1 SSb W S14 m0 1np qA SOS K4 qD a3 5m b.; nt3 54] IR SIA am Su pl JWTON LWS SII 944 40 Rf Sri 70.8 4; 0 R aA RO 541 Rt BOA an 48A at 414 02 Elf Sib 450 bA 611 RA 4U ]09 mt "A 447 AA ai 444 4t6 J ZTON a0 6d qA iq RAT 142 700 Iq 111 Eq ai 4"10 540 EEL SST 4p NA 142 442 400 60 470 al SU bR 4;0 /7Y IDS EQ 40.8 423 250 142 461 40 per' Q '^• o
qN, al 4a 117 304 at 4a 454 m6 372 4a 30.8 up RS 47 3S3 Sal 900 407 at wo 20.0 07 294 W4 2IS 4W IDA SIT 1$$ 40 NA SII 143 a7 230
ON 420 SSE w.l 370 Wo Iw 372 314 ;02 W SNA Em mA D50 200 Sw 23.E ESE 75.1 we 2t.5 SSS 240 aE ITS wo 210 no IW ]w 102 Y01 Ln X� 9Cr �
iwN ;0.f 2q ]Ob ES at 245 25$ 254 21E 233 26 2R kDA 2q 149 244 loo, SU too 140 t5I 2a SSS IR N N E
11/N 270 2a M] 20 211 2a ]56 tie IpA 2a 20.4 214 17.5 207 le] 211 IDA MOT 10.5 IID
1mN 2L0 tri 223 bD tD3 109 fA0 20 m7 2m 152 102j X Z
TABLE4B ANCHORCAPACRYA0.IUSTMENT FORMULA: y
eum r E4astns z3.vc U01. HevaAwu FSs0E1A1 PTYNoO ( )X(ANCNOR CAP.we...r��ATIQ40RCAP.., 'p K
0!}4'Eto (IPSO Eho Sf16•Ep IMEe Dei Df0 b1eM DI7 Bmtl OlxpiN MULLION CAP...,..,.,
AnBripTCO(iP8k4mS ' St}SEeotrsxm IM15cv111ecm tivsm aT0'Ek41ib'xee WE9pt0.em AO�fHIo7 tftvm Ap?:erMkt t-05}Sums} auspui USE TMSFORMU4ATO OBTAIN TNE'A4C710R
Wuma(n r 1{? r 2III >ea T xar• 1• xtrr T eUs r 0Ar BAR• O�EI' CAPACYTYREOUIRMICORRESPONDWOTOAN
E 4.tt4 431' 14M 14W IwY1• r I-m" IktW LIA. I•,. cm. I•VP r I.vr tare' rr4s ACTUAL PRESSURE REQUIREMENT FORTHE
Andra 4T8"Lt n.r4lmproaApa:Ra ii.300 amp 45034 epos r m App +� 3Sap T p 3Ni3a p ae xtp t4xeA .surras OPENING,WHEN R IS LOWER THAN THE MULLION
4 Antlpnp/.fr IBIQp.TDWtlAp(a ndM1 TADII4R in. M. WA WA WA WA AE WA IBA WA I9A WA (AIp 1ROp CAPACITY{FROMTHE TABLE)OF THE SELECTED
4arce4apri0a on7RlasNpt C.ps79TJ.31 qp in. "" Two. Im" ape Sip WA M. rale. Wft IWp 024 i0astiv lemma MULLION.ITWILL YIELD A MIUMLIA ANCHOR
2AsbS p0A1'iIA FTU601b.tm•Aim.MI7 iT kDA WA WA WA WA WAI KA Not WA WA WA WAfm flip CAPACITY WHICH MAY DEUSED TOgUALIFY
1M4alFCD Si imp 104 M. 44Sp W. SUp 1 140IM ITT. 3 tap 3905 4174 IlOb Alp on. ADDITIONAL AN CHOROPTIONSFROMTHE
3Aec7a.g 456'1A,4CrFab9'1P.Ok 5404 394 TBA bG3 WA 1 imp WA WA RBA ItA WA Nlp H7[b Owp ANCHOR CAPACITYTABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. GWmo DUC'rREVIs"761
LTED VALUES ARE USED IN THE EXAMPLE ON SH�tiT24. a,#yWS-Ili nilfY)!
OdldioA 0"'((y.02.SSaCt3
FIGURE1: FIGURES. TABLE NOTES: AsttPOPatt1.
1,00(5•�+- Widn600 Dam 13, 1
/)SEE SHEET I FOR INSTRUCTIONS ON USINGTHE TABLESAND SIEET25 FOR INFORMATION ON LOADING,
✓* SEESHEET'S24 FOR GENERAL(NSTALLATIONMETHODS. U7
Y. "
2)LINFARONTERPOLATfONDEMEN&tLUUNGTHSAND'OROPENWGWIDTHSISALLOWAUE, i�1t jrrr
FIGURES:
S)MULLION AND MULLION CLIPS SH(NM ARE NOT TO SCALE.FOR EXACT OIMENSIONS,SEE SHEETS 27.23. 2.1 W, arra �k '•9
` • HOLES TO DEDRULLED IN THE FIELD FOLLOWINGOMENSU)NAL RESTRICTIONS SHOWNONSHEET62U23. fi: •••.)<�_
FIGURES BMW SUGGESTED,APPROXIMATE HOME LOCATIONS, To. _
ANGLECLIPMUST BE USED N PAIRS. 4)SUSSMTE5:CONCRETEMUCANFORMTOAC1301SPECiACAT70N&HOLLOWJv`7OMW-{ILLED :�r-CRETE BLOCK UNIT SHALL CONFORM TOASTM C4ID.WOOD SHALL BE PRESSURETREATED $t
8CO• :'TS
FIGURE4: FIGURES: FIGURE•& YELLOW SOUTHERN PINE WITH AN SG OF QBB ALUMINUM SHALL BE 6063.7S AND SEAMLNLUUM x.125' jr!ATL OF �•�`
THICK STEELSTUDS TO SEA MIOTLI4 GRADE 33 AND.4i41VIN40X(ISOAUGE).STRUCTURAL STFATOBEAT '�.S}�•• T. ,.
LEAST.12VINICR AND(,S,ALL ANCIiORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND t•X2.75.OL. LAILLIDN i s:};{ m,'��`:
D)EMATER1,41-4108612PNCHORrI T'OWOODMAYDESTEE1.IMS.S.OR410&S. �r,SJOhJA4 ,�
+711 lFi 45t
A.LYNN MILLER,P.E.
FL P.E458105
TABLE S0.
mui00a c 0 Tsab W �
OMaM41WYfrhMwtigttsnellYiN+aVJatplot0 H3kM{Mttmimr }aPrntilt7mdknU `^„
63m Wb lom Mm 0. 100E 1Mm f1PN 1001,
RSCasI4tl I Rlft6bC. Ratu*p1C RANOw4. IYoiaq/a RW+NrC. imp�pm itq?4dp. R5.11u•J4v Rtg01ry. RtNaW1s TN50meen ibcl trp1TTAA7n Tup'Ff4t4. R4atu10W RWfdstO.
1.Mir Alium
"iA11f" gHwaam 30><ftgqyyo �GItwM1'gpOR} U.&V WR+gp6$} to ay L--*9$ t.-ft Lias; Latgpi t-ft Lobg$ 1�0pt0g$ y b>a+yyC tmap§M L-ft
}$geh�tallo ���CgY}itotla9 Y
I fillh I
5,
Ch, MVI NO I MCI 473 1109 744 MOI 470 Ano 140 JIM61 da final w 1MA 010 tub I 1110 I MAI at tMA I Ind fiOA at IMO Hal it" 021 Inc 1)13 NOA 031 16" 1002 Nan NI � W
lam /TOA 1 700 1 IMA I 1'4 1709 MO 1"416" 1M0 O94 ou MO Inc Hsa 1MA at Mc, t93 N9A 0A Mo t4tT I- mL lits i3M in. ass 133.t 1377 NMA OM H 2 t3M Ano ad J =
am b,I1no 741 MCI aro AOA 000 IRA 111 i7M0 IOW glob W SNA Its$ mo TM IMO 1X3 ITOA TO Inc 1403 IMA 10a 141] His 170, M "", Ida HMA was IMA HM MC 753
Som ima T9 MCI tit 1109 via mo 0w IMO tits 004 TU 170* 193 glob OM tat Hat I= M) Had 1141 tM0 330 IIIA it01 90.0 tOf 1041 idt iM0 roi L1./ 1141 tM0 ®i DT � 0
a0m 1M0 033 ma MI 1700 1001 mo Tim /5m 1191 I70A 94 ilal 190 101A Oft )233 lIM 130.3 MT 111.0 1156 fat v10 OS$ 050 tits OM Ms 1154 IMC dM M4 uM fills,003 fo
{, Wm mo, Ola slob R3 150.8 iwv Imo 630 on IOW 1553 ao Ina 1914 Ht.T AM loss 1014 I= - a. I" int, am MA IOW His OM 065 IoW IMp 070 m9 low Ns9 vp � (((((ryCCCC' 7
TO am IO6A DSS tMs 130 I3vA O6S 101,3 101 itnt pd tls.i 100 'so 050 121.1 A3 ICO 1611 1129 733 ON pds 10.54 JA Ove M3 M.p 714 was 165 Liz 114 mi 056 MI 7M 2 LU 4
]o¢ Rm I33A do I30➢ 007 190 am Hko aS 9f3 MT Hl.1 OM a" 101 St2 sip 7L4 03 9A 60 MS Na MA Od 513 6U 713 N2 132 Om GA m dt 0.
IQi N,7 @T ' !p ttSi
A J Z
it Nm tOnS Tti 1u.1 @0 01.0 7!1 O/A Ot3 lop 121 03.1 Otl5 M$ MI tnb MS 10] lil Mf 679 340 721 044 SM 453 72f 11'19 609 ]OA RI 30,6 041 X.1 RI 141 SM J a
Mm lot.a WI 1054 110 1,2 W OLA 09 123 W 1" $M at W M4 337 list W MA bit 50.3 aM 500 $$1 at W 30.1 507 A, Mi 31.3 635 XII W 500 631 � � Q r
O
Oct sap MI 9..p 49 041 514 67.3 010 479 Su W.0 NO 01.1 310 Nb 413 Nb 014 149 4V 329 ON 31,3 121 9A $14 330 412 21$ SH 30A 406 20.6 61, ftA 103 N
Oolh02 1 451 1 333 b4M 462 142 i7A ATI 30.7457 !0.0 3Q0 339 Is 30.4 3M ant tat IIA SM 9.3 ISL 10.b 3M 22f 162 239 >as 1M tit X2 ze 1st 40 SIA 355 IXIDD
glom MI 731 .0 ]2I 31.7 Ml 323 3N 92 357 2m 312 221 sit 253 3% 247 s9 m7 303 Iso 631 20.0 IAO 160 357 110 20! 130 iA 103 207 IIA 137 iQ0 m 1y
Hit, 30.3 330 310 >m 82 330 36.1 YI MO 310 lnf TW 240 333 ;7 m IAS ]13 2111 231 11.5 370 14,6 2M 14,0 310 Its I 2M z0. ta,I i's lM '10 330 9A 100 td N N
7Mb 9] Td 713 Stl AI 2'N 23.1 250 101 120 MS M 9A 260 tat ns III M NA 2240 V.0 3W Itp 214 11.0 230 1st us On I dL I HA 270 0.7 740 1G III U X may
O
TABLE S0 Z tJ1
M.Orca T •O» ANCHOR CAPACRYl1DJU5TpIFJ9 FORMULA.
5414 tt34-ba, I--V -csd Han W-)X{ANCHOR CAP,,....,1_ANGiDRC.4P..,
CCr 13:0 w•89[ wl7 mo 9r S9 Fk.atn6taf M38I93 N6aa MULLION 4•i14P.,�W
Arcnaro70a maeu.VeQln yr 3eeiw3ean alr3aolamtM yr EX6IlG ea Appwlau upm(.A A{ONOu Olrealw7 wmrinsl Sea I0a1 USE THIS FORMULA TO OBTAIN IKE'ANCHOR
M.ho7Clp PNbma Upn1m
aaL.Ou.m r ave s avz ats r 2• r z-vz P las z a4r 96r nz?s• CAPACITY REQUIREW CORRESPONDING TO AN
7nensea IN4• Isr I-vr I- z 4vr I•vr Ian• �vr I"' I.- z Ial7 aa: ACIUA4 PRESSURE REQUIREMENT PORTHE
x da7SMn c.taauaaor cro 17 m ldm tM a4m f m 90 m 3Mm 7141u 0.m m wem ndm Idm aim OPENING,WHEN IT IS LOWERTHANTHE MULLION
tAn+v3dtN•tm N42r3b.2N9r fl923 +cam Tram Hu Im, tiai M, ism au x0. 1vA aA rob m Brom IMM CAPACITY(FROM THE TABLE)OF THE SELECTED
IAncMs rYh47LI 2i5 OW! 33 lMm TMm wo, i3Mm mic, 6dm slob x1A T u 74am IMm ta@m m Brom halm MULLION.RW9LL YIEIDAMINIMUMANCHOR
11AUM6dn tl3ioC.tOa'pr.I3CASM. C IW evA tw tub WA P. NO, xN WA WA xu WA 15114 CAPACITYWWCH MAYBE USEDTO QUALIFY
tAilaRt ,Yi 1074 asbas 2214 4104 aTlm i9m 1Cm INm 3Mm Ntm lltm 4Mm I m Slim Slop ADDITIONALANCHOROP710NS FROM THE
zAnel,a IArWncrT m mm tub Iw t tMm uu wA NIA WA IW S/tm Idm ,am ANCHOR CAPACRYTABLE,
NOTE:' RTHE OFFSET GLiP,USETHESAMEANCHORPA7TERN ANOANCHOR YALUESASTNE STANbAMCCSP. PRODUCT MSSD
O30omptj IM9mFW1584
FIGURE t: FIGURES TABtENOTES: 1-LOSq'-1 DA _ M IQ7"b SSS
1)Sff SHEET 1 FOR UNSTRUCTIONS ON USING THETABLES AND SHEET 2A FOR INFORMATION ON LOADING By
s � SEE SHEET02.4 FOR GENERAL INSTALLATION MEIFIOOS, ryaylN.
,71ltsill lit i
- 2)41NEPR I47ERPOLA77ON BEIYSEEN MULL LENGTHS pNdOR OPENING WiDTK413ALLOWA64E, Z12Y
FIGURES1 :';CENS6•'•;�%P�i
3)MULLION AND MULLION f1.UtS SHOWN ARE NOT IM SCALE FOR EXACT DIMENSIONS,SEE SHEETS 1149. '
' FGURESE OW SUGGESTED.
STD.AP1OPQLOWW LIELOC TIONS.RRTRLCTpNS SHOWN ON SHEETS 2124
FlGURRSEWWSVGGRTEO.APPROXPIATENOtELOCATgNS. � 't:; NA,5570:
ANGLE CLIP aWSTeE USEDWPARS. 4)SUBBTRATES:CONCRETE SHALL CONFORM TOACI 301 SPIEC7FICATIONS,HOLIOWAND GROUMUED '
CONCRETE BLOCK UNIT(GMU)S} CONFORM TO ASTMO- WOODSHALt BEPRESSURS-TREATED -'f'
0
FIGURE 4: FIGURER FIOUREB: NLL 80.M
YELLOW SOUTHERN PINE WITH BG OF 0.66 ALUNNUM SWILL BESOS344,AND BEA MINIMUM OF1126'
THtGK STit1.STtbS TOSEAMWMUMGRADF.33AND.OWTHICK(I$G413GE).STROGnAALSTEE7.TOBEAT 1•X3.77v%SMULUlX4 •p �'_`
THEMLEASTMATERIAL
RS INTO INTOWOOD MAY BESTEE.I"SDATLEAOSS.SCREW THREADS BEYOND
THE NATERUL 1106112 ANCHORS INTO W000 MAY BE STEEL,I6�SSB,OR MOSS. ��SS f.•,`
A LYu7s' >"ii;JT,P.E.
FL P.EJ 66705
I
TABLE 9A R
mAWAn TaMa4m6A1°) �•3,�„�
OPbnotBYt16th(3dw10CB0/•6p3W0n3MltOttS)bTOP6nNg HOI3Mjroitglmtla5yspelT5lgrtltnd6) r C
ab rob IDN aM wh tMb imh fob Imb f(�
MekaBar IDa10fa6 Rssalvfn U,yMMrp R•tlrm ur U4TNntN F^tf 41. IlwymG Rt oft twm.% R1n+1VAe Tia426tM0 R-Obo•r . fill-alt Trsptt8r,p. R-ftQsw i0fsis Y4
txbta2a q&&Iotal9 gg tg$�d�9 5g}l1 11 'gjw6gpry ItgjX�gpO I$gnW+ypq 11111
p 4TQyadngy0 g[�I-*. pgL..ft +�y t"ggOf'A'v I$I.*, qgL-s&0�0 'Wp$e6ygq pg Lg$g1M'0pa tggad7ry}q q$L-Aw tSlsa4p¢y ImNp pgA-0v As
ll, 1 11 1 h I it I I fill, I h I h 11111 1
9 11 if 11 %Y Z if i f d SC I I d 1 11 YH d 25@ d 3 d IIt B 9B d K 3' 1 H 61 Z1 1 1 .111NF--
Rb it" w 1700 4a it" Ta 170.8 478 ROA Oa 17"1 0M Boost m ime of it" fits 17"1 at 170.0 Ra flool as f70D 1406 Im as }til His 1740 as WSJ via I= at tti
481, 170.0 IOD 5760 Us 1 U4 17" 6"
a" 002 1780 a0 570.0 fist 1704 MI it" 1275 ROA BIT ROS tai IT" a0 Rot ISM 11'0.0 DDO 1112 1101 mo Gro 07.7 tSa I40 0a Stt!}
60=1 4110 I1 11" W ROA DSO I40 at RAO0$! 170! as Am tt06 smi, Tm tw i i2M 1Mo Ta tab I= 1704 756 Imi 1325 17441 w a44 iia 170.0 7" al Im 180 to
Mh I= 7" fm $12 1101 at4 1T4b O81 10.0 1119 170.0 214 161.4tta 170.0 6M 117.2 fla it" at 1718 ita 1104 ea IOTA it" /704 at M2 it* mis al T7] m" 1760 of m O �
ah 1746 6a 'mil 701 1807 t012 176.0 TOS lag ton 585.1 8R Imt fon H47 M Isla IMS 41St at lOaA tM2 1142 701 6L Im 081 III TIA 1012 123.1 7R a. Ido USA 76S m _2
aM IMO M8 lAbb 715 181] 9R 1814 610 I= OR INA 700 MA 002 atb 7M loss 1-.
is 067 OM. 1144 70 168 BM IMA 70 0tA 00 -0 1" SAT 9R 040 7.
ah taA 017 I80 TM TSTA 141 440.0 Ta 1161 OR 4304 7M tMA DIT SIS SM MA 716 6LT '"' 1Ma m aA MT MA 7/S as 0I7 M 711 612 01 IN k�
72h 1MA DIA 140.7 m 1112 as 121.6 TR 0X0 60 106.0 M KO MO 064 606 766 006 aA Ass ea? am 864 d9 MS as 4 3 b$ RS Q2 42S d0 121 at �'
7801 im Ida M7 6a ffi3 To mis a2 m TR 00.0 w TLS sa 640 a4 a2 020 RA 7a 642 411 Oaf 762 621 0M 414 212 640 6R M.1 7M WA US .1 so
i TOM NDA 721 ism 621 ab m OAA at 16.1 n. 020 a0 866 rA AA 0" SAA as a1 m OSA 663 alb 721 aA 111 SL2 zI 663 w 314 m 655 a1 v
Dob O0A 6$ 216 431 a0 6a 60.7 474 Au 04 aA a6 FSS 5$ 4Li 406 SOA QA451 114 ba 32S 448 304 611 d.0 aD NA Oa #1 010 24I 6a mi'476
2 z o
0th 072 ITS sea 177 4X6 47D 45.7 fia as 478 a2 4fa 9O1 fa 381 4M MA a0 287 476 UA SOS 2341 AM m.1 6a 266 176116aroMDh 401 3n 113 Nt 3" w NA115A8 w aA MB T6] 311 748 'as 2L4 w xi Stt 2db 31 S6A aA 184 110 144 n7 1X1 3d
Ill h 3711 - SIA 331 - S57 SiA ite die SN zA i1S 21Z a61 Stt m0 00.8 S03 tab M7 20.1 Nt' 184 757 RA`20. X `
100 7110 a0 7u 1214 141 oT4 StA 5M NS 270 485 ffi f8] Sa 763 2S1
INh ITD As I2 4.
TABLE BS All slbsfl ANCHOR CAPACITY A0.lUS'TMENTFORMULA} � $'w
6 21k 1bsma 3- T aw F•rb CMU PT ww ( -)XTANCTWRGAP.•,„,,,,)=ANCHORCAP.,,. > >
Sr18'£to W'08£100 Nis E&0 td`W*.104p1 Au- anew \M10.11QN CAP..,,,,,,
AnahArC3P P61tMu Ax1M Srt6•£k6t�aem Rr£mtAr4em Uvarou XfO!BfaW0lem t31•LSwt�.cw A9Paoha 1!•104 --010-m aaarMs} USE THIS FBI**A TOOSTAtifTHEANCHOR
mtwpt+0 t• zw r 2nA' 147 to VY r I w r Aw 2- M1` ow b. CAPACITY REWRIV CORRESPONDING TO AN
£�eAamt taw fmr -w Mss• 2 I•ur tAR• t•{n• t-LC isn• 1•tu• T 1319 {sw fe41 ACIOALPRESSUREREO{ItRFJM1ENT FOR THE
ArWpr6142 Mh.aafaVtlr0a0b a40.1 T m ]90p [sopAIM p taup 2Np Sap n :4op ]lop " abs W. 4p t. OPENING.WHEN
111
LOWER THAN THE MthtR1N
IA•mn$21sr,A.aaJawbramorsaara .aY p 101p p thOp M. fta Sap WA ero" aa, MI. WA 662" 05. nmp CAPACITY(FROM THE TABLE)OF THE SELECTED
dA+tBO•$i.f5')•x 3A.IbienOxO{00AtuAaaP0.A5 p tlMbo WA tut wA w NEG" WA Wk WA IIIA tBh its 1mm zap MULLMATWTLYIELDAMNNUfMANCHOR
4 Anfla6 YN41.O.0 I(g1a3Arty64p4I•.51 T8]" trop 6rom IMO. Imm sop MI. WA '7a64 Tarte 6M" VR" 02U asp 11m" CAPACiTYWHICH MAY SEUSEOTOOMWY
aAo-tub$ra6Aoui/1a5 arse .di crop 117op trp 2515. 3DHp Oro" 6aiM No, {tap Im. fma" 2036p Im faT" 1a0m ADDITIONALANCHOROPTIONS FROM THE
iAaigp$dA5•MO as{UOh4Ns.tt5^Aim. 4$ WA WA WA WA t8d tWt WA WA WA t{p WA RDi to. IQOp ANCAMCAISACITYTASLE. PRODUtCtRSViSED
SArcbwx$3aY fAt 0.CAPa0A'O DI SS0" MO" SBOp M. Ile" WA aa" WA SISp WA 4op NIA M1W 42m M. b0nd}874p tfBh0+0rk"It,
4Am6a4 i.i5`/m.D.OAF 400" !00" IVO WA 4104 WA Miss WA WA WA WA WA alp Bap 11mm _ Uuildvg(bd6
NOTE FORTHFOFFSET CLR3,t75ETHE SAM EANCHORPATTERNANDANCHORV UESABTHE STANOARU CLIP. ""{Low}` A.,-N,*-62T8.o3
P ie4fm lArta 6f�s(
' TA9L�NDT€;� BT
FIGURE V. PMURE2 FIGURE$ PIGURE4: FIGURES:FIGUREI}
S E SHEET 1FOR MSTRUCTIDNSONUSING THE TABU.ESAND SHEE725FORRffOfOlARONUNLOAUING.SFE
t1tS„T"`NTJ
s r • • • • • • • • SHEETS 2-0FOR OENEAAi.W9TAUATtON METHODS
.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOX}ROPEN34O WIDTHS M ALLANASILE. ^���ok:;•4�v-NSfi''••-'7`,��i
As 3)MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACTOMENSION'S,SFE SHEETS 20.21 HOLES CW _` No.som
TORE DRILLED IN THE FIELD FOLLOWING VsMENSIONAL RESTRICTIONS SHOWN ON SHEET821-23.FIGURES SHOW
FIGURE6: FIGURES. FICIAV: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
� 16 rc`.f'
• • • 4)SUSSTRATES:CONCRETE SHN-L CONFORM TO ACI 831 SPEC*rAVONS,M01LOWAND GROUT-Fd.l79T )'•._ gTirc ��.
• • �� SOUTHERN BLOCK UNIT ANSGOF MIIL CONFORM TOASTMBE 603.WOODSBALLBINLMUM UF.12S'ATEOYELLOW
.725' %.0'•,�HtORtV?;.: •�:
SIF • • SOUTHTO BEA WITH NLMUM SG OF MISS. 04NUM9HALL BAUOE). TRUCTUALSTE9NO EAT EASTJAEH.
STUDSNDA TOLL ANCHORS INTAME0LSHALL ETENDT3OAST3 SCREW
BE TOBEATTHE
MASr,7YS'TMCR
ANGLE CUP(FIOUITES 55S)MUST REIISF-DWPA[fi8, 012 A38.ALL ANCHORS MAYBE S EELL84S.&DAi LEAST SSCR£W FNRF1098EYONO Tt16 MATERIAL @tOb t•X4•X.12V A,LYNN It.I.ER,P.E.
Rig ANCHORS WTO W000 MAYBE SA19Ei.,1B8 ES.OR4139S. MULUON
FL P.E.$59705
TABLE TA
MI7G9Rp Ti61a Cy y
OpaNapWialh(kr�NufiyppOrglgPW€are}OtQp•nin NJIgM{h OQf7zQl/OBraPem)g muP016) ��"YE
691. 661. Nb Mb am 1Md 1201. 140. 1604
1141376 TOW11Wy l T49!Nmt T wmP Pw+38P!• THp 1 Hmtm TgY'(p•V. W4Noim I wm--0 -t-0, T>♦fTtlnV. W-W. Rl m"l;` RWsgYr ".VAMM
Akml.Tub, 1P L9NiP !-ft L-Ov 2o4AK Lw&V Lado L..*o u-v t4taV 'L.Mv Ln&g Left tbft t-'. t ft W�O I t-ft Pi•• e
42b IMP E20 570.0 436 I= 7U MOI IN 114o 068 IMP 001 1NQ W INA 61P /NA nto vul- IMP f2f0 M,O al Mo nM Mol of 1703 17M Mol 021 In.0 1M +HVA PH
o1. Awl no 1}30 al MA, AM 1NA o4 MP PP! Mo 876 AM tin 1NA Mf 1700 I2ri MA 0R tNA tSiT 1793 61.0 -*I- 1TAQ 860 570.4 iW 1703 tM 181.4 20H 80.0 aD � _
60Apd 170.a Tli INA Bgi 170.0 098 1700 071 1700 1036 1700 004 IMP 1t. IMP to 170A lus IN.O TN it" AN 1}Op Rt 170.0 ow M. to 100,0 100 1N.P 766 I36A itll0 170.0 7M +moi' �� N
ab IMP 7P! 1703 AL, frov PM 170.0 at "to I'm R06 784 iM6 1276 770.8 6M INA 44M MA W 1799 tai INP as U49 tis MP at 437.1 RPB INP MI UDA 1NP ROA •61 to p� �
Mb 1NA 068 ROA 701 1703 1861 1N.o M 1164 1240 170.0 Sri R00 1417 IT" OU INA 1W1 1740 PPB 1MA I61P 1700 AM 1240 1610 170.0 Am 111.0 IMP IN-0 Uhl 07.2 IMP Mo NO) 4mD
ob trot o0 170.0 716 1700 1116 MA An Mo HN2 vOO NO IMP UM INA +Ott 160.7 IW 1%0 t- UTA 454 APIA 1172 lite Iso UAL tin UN 7612 mr.0 7167 MI oo UTA flu �
Md 110.0 W4 170.0 Tin 170.0 110P 1700 8M ROA 1364 1700 IW 1000 UE MA IOM 1423 102 1664 1700 InS 14U 1MA 1111 1QTI 14U 147.0 A M 01A IR2 146P 11a 00] AM toll 1191
h. 1700 198! 1113 6R 1763 Sgib 1700 W 80.1 1720 Ud2 I16t 5020 UN iN.P No iR.3 UN IAA M; 145E 136 120E lull 70.0 um 1174 Ulf 744 iLN AM tai 00.0 7)70 1124 1412 iN
Nd 5700 i'a 1M0 Wr tot ilm 160.4 1016 HN2 At" INA M 1122 1104 1267 ON o.7 004 150.8 JIM NO 1170 COPA In 7.0 It. 07.0 05 061 1104 0.1 W 0Qt ita 323 Fri ^7 �f Z
Nd 1661 A. 170.4 917 A. 1704 U7A L6} It" tAm 1288 aT 1003 lf14 H" git 023 1124 USP 4U 430 1124 Mo in 042 IW oA o0 ata 1131 K3 ai 81.0 $424 U2
Opb 100.1 ow 1114 no M.1 614 91] 736 702 W 421 U4 67A aN N] 112 M.1 W Mo 702 613 aA 614 o3 ao a4 6Lz 078 363 M4 a0 800 MA w 47.7 6Q O
901. M.i NS 413 603 702 74? 7!2 9.3 933 to 072 441 AL2 U2 644 df 4PA To 6Li 87? 406 741 q.4 045 n-i 70 41P 09Q NA 709 >0.6 bb 417.4 Nr VA Am 1- tR Z Q
1001, 020 6M all 670 al 066 54A MI 'AT M6 403 Of) 69.1 BM J1,1 800 Mtl On
31.3 40 71] 518 042 411 MI W 70.0 01 723 NO 2PA 472 10.6 oM go°w Vk
tnb RA an -!!i dt8 400 <6a MP JPA 4P6 Jit 068 0.4 W 78D SSS 306 {PB '0160 870 SL2 m 20.8 ML 5141 407 2JP 1,M 27.1 167 NA 800 243 An 149 On 124 702 )( Y Y
ROd JOA 416 -QA JU 060 Ori 00.0 400 IIA JM M.i /N 36.6 870 ]9.0 704 263 IN 261 " 2L 470 4113 404 LOA 470 21.1 300 1W 470 I6./ 007 ft3 M 17.2 MI � N
tad 70.4 }}0 4167 363 223 )A 224 3Qf 144 Sm NS 247 106 3W R.0 2m Q I.. Q O
Q Z
TABLE TBS« liUir ANCHOR CAPACITY ADJUSTMEIIT FORMULA:
AfvP6
M
(_AN MUI.UOON
ANCHORCAR-6aW. m DT 4Dq}X
rcTLbt010aWo6E00b4W6Efm 0101, M." •U9N
ATahaC$PP•tlMA AMmlWM
-!
Av611{06l anvl�! SeFEW CAPACI YREQUIIATOOBTAIN RRESI'HE•ANCHOR
E0M4Wrte r alai r aur 117 r z-ur r avr T A r I've 0.a• 4 ACTUAL PRESSUfREDEQUIRE tFORTHE
4•tA•o-lJpr
134' ti4" +,364• i•YC r 1.364" 1�IH• 1-tH• 1.170" 41l4' 1-IN' r I've 1sTr rrnW ACTUAL PRESSURE REQUIREMENT FOR THE
APd4»g Mc.4 r6ma4r4aa3mt2pgy,1+2k b b J a0d. b 770 z I. 9stb H9b 370 93 "Im ind4 b 0mb OPENWG,WItEt1 IT 15 LOWER TNN THE MULLION
A Axbapx2T 4f.0Al6YnO600lO4pQ0 1Q 61' IMP+ Ima 6001, 11101, OV- Nb 1, b wA a0b WA NO. WA Bob W. IMP, CAPACITY(FROMTNETAPLE)OFTHESELECTEO
6AecT»pf.iV NI14G/6TNNM04Nt140FfQ.4k0Mb Imft WA WA N'A 1363 700161 WA WA fOA WA WA IMlb AM. M. MULLWN.IT WILL YIELD AMPIiMUMANCHOR
4A•dtnpT6k10.G14}LL WlOa. - INb ROb 6Mb 1M" Im. aPb SMb WA TMb N8•e b iffi2b b 60011, 15701, CAPADITYINKCHMAYBE UBEDTOQUAt.tFY
OAx'm pT Mn.4GIRl9A8 tlpllFlP 6k 1170¢6
'"Oft. M. NU
4Ob Mb 0101, Met wRp I12Aft b zM6fP4 'Mom lot. 16101, ADDITIONAL.ANCHOR OPTIONS FROM THE
IAHJmD0.1'f lbx 0.GlUlA4gro.RYAbm. Ik WA WA WA IQA wA WA M WA WA WA WA WA w NN IOD. ANCHOR CAPACITY TABLE
2AWn xN`Aln4GlF{W 3001, 6001,1 290Qa 7961, aNOrt 940Q1 ltOt 35801 iM Aob WA 3411, 4401, 1.001, DRQQUCT PSYtSBD
JAm1418 I.irNn0.Grr4g0BT aim, TmRr WA NU MAA WA It01 IPA !PA WA tau Mob ItMb 3+PMlYtA66rihTmFitdd•
NOTE:FOR 7!@t
OFFSETCA IF USE7HE SANIEAN11 ICR PATTERN AbmANCliORYAI.UESWA WA ASTtMSTANDARD-P1.082.t-- •wy I.066'!-- APm�•�!=NP I6-'o218.c,�
a.1. 202►
'NE
NOTES: BT
FIGUREI: FIGURE 2. FIGURE& FIGURE•: FIGURER FIGURER T}SEESi4EET4 FOR(NSTRUCMM"SONUSiRGTHETABLEBANOSHEET26FORWFORMATON
• • • • • • r • • ON LOAOINO.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
21LTWLVG
AR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENYADE
THSASALLOWMp 6.. ...
• • s • s • • • Al• J}MULL.IONAND MILLIONCLIpSSHOWN ARE NOTTO5CALE.FOR EXACT D(MENSIONS,SEE ^�•i: � '•.i9�;
SHEETS 21.2J. C.
HFSTO BEDRRLEO IN THE FIELD EOLLOWtNGD2AENS:ONAL RESTRICTIONS 4•1
4.1X ' No.667,5
SHOWN ON SHEETS21.2J.FIGURES SHOWSUGGESTED"APPROXIMATEHOLELOCA'"QM
FiGUP£5: FIGURER FIGURE 7: A}Bt78STRATES.004CRETE SIfALL CONFORM TOACIJUS SPECIFICATIONS NQfkOWAND �'{�
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTMC84WOOD SHALL BE N�.}y"• S!1 U/_
• s PMIT6AN TREATEDYELM OF.1IITItE26-THICK.SEaSMOSGOF0.fiMINIMUMORADALLBE •:f)•. _.:
T'HICK(IOGAU A.STRU T RALSTEEL.T EA LSAST.i2 THICKAIA1A3&ALL ANCHORS Tv-t
ANGLE CLAP(FIGURES 555)MLSTL9EUSED2•l PAIRS. INTOMETALSHAELL EXTEND ATi.EAST3S�f,22EYlTHREADS IBEYOND THE MATERIAL uiDdXf2 '1"X4•X..uP'TS' !•XJ•X2T3' '//++r Sl`SIL�I'�t��,•,L�\1``•
ANCHORS WTO WOOD MAY BE STEEL,I"$a OR 410 S.S. 'T"•MULLIiAI MXtiON A LFLILP.Ei+5870{RE RLE70 P.E.
5
i
i
TABLE 8A
Nulutin Capacity 141e BININAlts
OPDDNLBT1A0th OffPDffic4LY4PamtrOmWaU>oTO nID11110 M(feT7AtfM1MMaposswo&SAI) v'hK
N,4 Mt, Mb wh Mu Iwl1 IMn Not, 1441,
AJISx EY T+WG. WRa�INt 4 13. Iss-. ]w"'o. A. ftsw.• Tm3lnfn, ft-vtr TrwtA'MA 7n0 1hFAW MVRlI. m rNNee
3.A38"x LnRp L�A6N la5np U.'s totAu tDMN 1�,9 {gltomL,O IA.&P WIN; Im6N _tNDN SAm+�O Wfip illan0 IA-ft La1SN LwA.OEst
2WAIIIII
Tube MNA
I? I fill, 1 11 1 h IL I -fill,I!, fill a 11 11 IN
am SMO 025IMAI NS f7W 744 IMA 4U 14401 M fTAo Not 11401 m2 In. eM IMA 'lid '7"1 MI NOA ism NPA 921 RPP INS IMO ml R"I ustj MAI ATI ICA Me MIN sl
NW flat N,4 voAl 321 IMA Nims IMA M IMA OM IMO Oto 1IQ0 'im 110.4 Mi IMA tIT! IMA 9TT 1M0 tog 'MO 6m 1449 ibw 1 q. 1727 IM NPA 086 it4t Ica 'Me 90
-AibN IMA 707 MOI 40 14401 em t19A qt tM0 !Om Tl0.0 04 1700 11m Rao Til 'MA tub IMA 747 1974 I4q 1]aP Tu 1512 Nq IMO 7q 11p3 1110 tT0.0 ]LB IDU 1118 IMO Tw � w� N
841. fRYA M ROA ell LMA No MAIM NMA 1118 tISO 101 1710 'TLS IMA AD oat 1544 170.0 017 tae t3M 1?W 00 1723 ISM IT" Wt tote ISM 1MANut 9S.T 1379 tMA qi W �..a]i t �
wb MAN so ROA His IMA ou TMA Te) Iqt Ilse 170.0 910 is" flu 161A Pu 12W 1100 'b" O10 1112 ism INS w2 w.7 1'.2 NU Om M4 Liu 'Nd w5 a5 iiq 1W w5 � 111
Qat, IMA ems NMA To IM.i lost IMA iu '171 amt And U2 IMI 1931 tat NO t057 Less 112} M7 Bat tut Iwv 416 at AN) HAS 022 uA fast tat 821 MA test i/4i 62t D. n
7
qN 1821 e5l iTaO TM lap3 BeT ISid bm /141 037 1440 TAO IOU est 12101 777 924 MY 11241 M/ 0a6 157 INA 7w e1D OA {00.0 7q u.7 ON ebA TN 922 NT RO iN 2
nfi 1247 Mi 1593 wo ot3 ad '151 M nit M4 101.1 DTI ODA eu OIL4N,0 INA eu Mi we NA 604 Me RS Dab M4 723 W as w 9041 WO 402 ea Dae eie J
Wt, 10.1 722 1114 N,0 012 722 IT.2 819 T12 7R BAS 618 NA 722 N,7 N,9 wA in MA eq OCT 722 a6 M 4aP M as 6N, 1A N M 847 Eu 21.2 ]31 082 sm j N
LLI
MN ]031 Du INS OCO NA 905 ARO M 725 DM MO DA as 655 Md me 662 OR JIA eao ad eq as 413 422 - 644 112 102 e'. DNA M It.. MS 80.? S.
we, as 610 NSA 131 611 413 fila 4a 11.1 616 as NI fL] DM N.T 411 }841 Sib 4W In 110 015 37A 171 aJ 015 Pal 40 2" 615 303 407 Me 615 as 404 y74�. M 3 tVL
p0tn W NS NA 104 4ST 4N, 421 sef MA 4u 4'A PH 354 lb] u.4 SM 50.2 lee SSA SM 272 N. ata }74 22p 445 158 098 I. 175 243 uA tT6 SM ?2.9 1111 1� �1 ^`o
N
luh N,1 u6 50.. 0D aft 351 ata a'I 91 060 144 }it tae PY 152 M 212 3u 727 SDI 1141 tM as 100 164 am 160 N >-
Mi, 945 3N, 330 im 283 3o ALf 161 Zai tie MI 217 224 = 122 M lit 3" at 2q ITS J% 'At 2u W X
11144 274 2ND 263 104 257 120 210 2m 10.0 300 and 2% VA all 162 ADi 134 10 144 211 p- N
INF ai ?01 IAJ 166 ,�
TABLE 88 AND) CAPA 3TYADJUSTMENTFORMULA: K
Ae 6TC0 h 6 0A "�- A
6 in em .1 tfimcau PT Pm 11841 (DPo)X�ANCHORGAp.,,..,,..�.ANCHORCAP.-
Ni6•EAO WSe 2x L18•Ek0 Wr$LkA lofilm 012''•1411 RmeN Mt1I.L1ONCAP.�•,..
An6NP76BPPetle- "�°� ylb•Da.�Aca' vo ExcuaxssL Uascw svfsr i%- VeEscusm- AW*010"4 I".. A111c4la S--WRQ A 0-a-m DIM m ME THIS FORMULA TOOSTABN THE ANCHOR
PAPPOwrcnpN /'
2-Ir
t" 2Alz sw r 2-Vi' t" aft
z sue• z PAB• 061• Pate CAPACITY REOU30V CORRESPONDING TO AN
e the z s.W NAFI• .ia• Mw z tan• tsa r.n ACTUAL PRESSURE REOUIREMENT FOR TSE
awn min a3Dn wtm loan iTDm n n TA4m w6n Porn 4cR �R OPEMRIG.WHEN IT IS LOWER THAN TE MULLION
n NDM1 M INA tux n WA WA lux asn MSR iROR CAPACITY(FROM THETABLE)OF THE SELECTED
Twn fain NYOn 198n Son R Mist emn IMA, m OMn -INS MILLION,IT WILL YIED AMINIMUMANCHOR
WA rut eW xu, IPA tux Tut WA Nat WA WAt43}n CAPACITY WHICH MAYBE I TOOLb1LIFY
z25n en e2]R NSn 'aR 'Wn PS7n 4MR 'Mn mn M. ADDDIONALANCHOROPf10N5 FROM THE
2umn Ill,MJociF wn avn iuA Nu 'wR NN iM Da WA wA then 4an 5wn ANCHOR CAPACITYTABLE FROFNtC7 REVISED
NOTE FORTNE OFFSET CLIP,USE THE SAME ANCHORPATTERN ANDANCHORVALUESASTHESTAHwOCUP. OGINI-Pl511 ISED !
Ouil0laq OoBP�..O�rlg.t?.'j
FIGURE It FIGURE2 TARIF.NOTFS� F�-tS60'-ry � �¢r
• • • •
1)SEE SHLET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2E FORWORMAIION RT
ON LOADING,SFE SHEM 2.4 FOR GENERAL INSTALLATION MEHOUS, Mime IL6Ltx
FIGURES, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANNOR OPENING Wu37}ISISALLOWABIE. 3.78E �`'���t1�aOtiRsl:'-•:F9%,
ANGLE S)MULLION AND MIAUON CLIPS SHOWN ARE NOTTO SCALE FOR EI(ACT DIMENSIONS,SEE I
CUPS SH£ETS21-nHOL.ES TOSEDRn1ED INTHEFIELDFCLLOWINGOIMENSIMMPZS7RCMNS t
4 SEUMU GROWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE NOLELOCATIONS t[
811 P' 4)SUBSTRATES.CONCRETE Sl(AU.CONFORM TOM$01 SPECIFICATIONStNXl.OWAND L[�e' J ICY=
FIGURE 4: FIGILRE Ise FIGURES: GROUT FLLLEDCONCRETEBLOCNUNR(CMU)SHALLLX]NFORM TO ASTM G90.WOOD SNAIL.
• _ BE PRESS11pE.TREAT@YATL.OW SOt7IHERN PINE WITHANSCOFOJiILALUMINUMBRALBE
600TSAND BEA MINIMUM OF.I2STMM STEELSIVDSTOBEA MWMMORADE33AND,047 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAS7.12Y THIrK ANDA36.ALL
ANCHORS INTO NIETALSHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THEMATERW- INS(IW%VtO=N `���5`IC>hJfl1•�`\�``
« 0108 X12 AlN04ORS INTO WOOD MAYBE STEEL,I" 3.011410 SS. A.LY(+jNTdTto P.E.
FL REA 58705
1
TABLE SA
4h64on Ct iCmhW.0lrfti ��
C7✓•¢M WRtm{4Hw mato Ior tdM NigM{mlbataW4YA0MtNaaaRBnl
newr�4'
mF nb ne pb Wh b IAF Ito.
SASAA2C T1. aa---,`t , T2po 2uiq LBm]AI aimdntl LNSrw.. 1.,t toSy 1a,Ce teNy Lewy fa.tn . . TWA-
b$w—i.
4
f«sv 3 g
4.fa0 ■2 Z
Akft
Mot
11 IT if IT JI if if
Rb +An w Ime 411 +ne IM m 4N mol sn mo w uto to Ino 6U im nU In.. Rt USJ 1116 IIOn Rf 10.1 ,IU Imo mT was III$ ,mo 2A a. 11u Ina
NF ]JeA 2A m. sA true m ttoo eM ,RA . !nA - ,441 m. Inv m fm4 Bra ma m N42 ero Im. tm 114 Ott ImD 410 61A 011 'm w 1)A me "" am t]Wl
e6Meb Inn 24r In, m ,mfl nB ink- mI -1 w Ano of me w ,nA m 1m, nT TSA, we Ind rut ImA e+tl et's of tK) ne rM an Im m WB or In1 116 � �� N
Mb ,nD m ftm w IK5 140 Roo K+ IRA m Im.e m 1+46 w ute fA TmD em me No tLr 611 IAA Iet n? en Ime nJ nJ em nY BSt nA 6N mi m 6 o Q
mF tOi IN Ull
fns w 1It4 1N m, aA KAI rN "'A iee KI In TWA W A. 1N itlte 112 nA IN ne m e4T TN W m -ft.I TN m.J ]m 148 IN 11a m ma 4•]
Wm TR,1 to IRA 6A aW,l ATI ,1]J 611 0e.4 612 fm4 td5 12.2 611 81.4 611 W en 041 rut IIA an MA 5M "' Bn nA 520 Mp On 111 SA XT 0Ti 141 m6 r m J
nb /8rA 611 fill 611 04r m1 no It. nA e1T .3 m —I mr nA fil0 RA 4. no 44 116 611 11.1 Ne Ki v, 8U N3 R8 011 A1.1 i82 J4a 81T 417
Nb nD att mf 4A sof ele )1A tU 64t 6U Ki atelA 016 NA 411 kt 511 NJ MI IIA SU 'Al 411 M,0 SU N6 to A6 F. de 406 Rl $16 pyo 113 � TOOF To$ 4m 11r In 441 411 rut m ii, Nt blD Ne Kt 4N NA N1 .1 !n 411 111 Rt — nA 2N At N0 %J m rut N2 .5 su RA 4N 242 mf
tf
nh 11.0 NI e ]6r MA NI m,T me di N+ t2L0 RJ 4¢e Mt d4 6m N2 MI 4L0 ]0o RA m 111 m6 R.; Mt KA m0 mJ NI 811 ]N ft. MI R.T
nm dA Zu dA 1D] 344 Sip RO 1A mA w RA rut A4 222 RA m "s JR m1 me u aR YLI 2R +,.l Sn ;U me !44 Rf NA 112 111 21t +6) Sb
nb mA AI 240 9m J41 At RA I m JSA TR 84 Al JIA Al T1t m RA JN 21.] M4 IAA At WA 441 ,4t A+ It.i )]I 118 At U1 JR � p
telb Y4/ 9m Jot !es m! 3,0 CLI RD 11A Ro 563 WI ,a4 Ae UA to � x 2
T11b ]].f Ate R, tm 140 Jn fM ix 10.J ;n 140 nl Il, /tt Ne In M N� !"' O
IAF ttA TR HJ to Ilp iei 10A im � 8
N
TABLE OB
M4AwC.wnvTtbl. ANCHORCAPACrTYADNSTNERrFORMUTAf K
JJO�eex
tott-. on cmaAr PT VAm wol +j/AtNCHDR CA➢,,,-,,,-, -p
mo,Em i!4.6a Elw Pte[tib vc 66 E1e.eWebtl 4118rp+ `tt644 �')X 'MC440ACAP,—
Amra'ryps vwEtntA�m w•awoe,WB vn'OW t41Nm x4tmlAu�m USE THIS FORMULA TO OSTAW THE hNCH�t
AACttoTCUAPatluft6 U&rm AmNNa tif— Amo.er ue,efe5)se-ms) 6v-toet
F42eA¢Npflp•i r Isyr r sYi strr ,• airy t- Jam r sln• r 8.ie• aAt• oAA• CAPACITY REQUIRED,CORRESPONDINGTOAN
FnNan]e la'r Imr law fav r i-Ut• vvr f.vr I-vr T-vr 1-uc r lar far —, ACTUAL PRESSURE REOLAREMENTFORTH£
zx.ms4a.15.6m1.aclstaewut IttpAp I, to mp awm p nMm Jnm Imm sI He tt'" eetm M" 2m sum amt: OP£NING,WHFN IT IS LOWER THAN THEMULUDY
4AatlanO LT Mnaara0ootapaneptlp IZ JI 4mm Tmm wn wA wA len mtlm Nu Nu WA wA wA arum emm Im. CAPACITY(FROM THE TABLE)OF iNESELEC'RD
t Mtic.t run acrWvS A�rPe.2k 11om Tmm arum faWm web snm m wA Norm 1Nm mom tenor tete n]m 1TAm MULLiDN.IT WILL YIELDAMIiNMUM ANCHOR
Jrvcrco6aw2b,aateWtlBsl.ttA•Atm. n wA fiat wn Au leu wA wA tttl IDA wA xu IJA wn wn m" CAPACtTYWHtCHMAY e£tt58}704LiN,IFY
1MNYrFCmp'e.5 t[em Imm nem usm m. wm ,Nm Urm Int. Ur6r JRm Itm +nm atm Aom ADDITIONAL ANCHOROPTIONS FROM THE
JAndb, I.fr/K aCtc(A0 a tNm Sson wA IYA ruA w Imm KA 1FG 07- wA wA Nfm Mem Me ANCHOR CAPACITY TABLE. &xq)L'CTRgvlsw
.701W»15tCeFlatd4
FIGURE L• FIGURE2 duild'uy Olde
• 1111 - • • • 7At]LE NATES 1.250' A4apww Hb�-�)�•OAj
*-
2)
2SEE SHEET I FOR INSTRUCTIONS ON USING THE TAELESAND SHEET 25 FOR INFORMATIONON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,11
FiGUAEffi LINEAR iNTERPOLATION BETWEEN MULL LENGTHS NNa9ROPEND{G WIDTHS IS ALLOWABLE, i� ,Y LYP:t{ ,tn�'e�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3,2Sp• .,`�..'I' `)pENSC;t"r•,+,,
SHEETS 21-23,HOLES TO BECR{LLED IN THE FLELO F43UOWi3NG DWV S10NN.RESTH GT{ONS •t': .•.�t
• • • • g�g� SHOWN ON SHEETS 21-U FIGURES SHOW SUGGES)ED,A➢PROXAVLTE"ME LOCATIONS.
ac No.s3Trr
IN➢AIRS. 4)SUBSTPATES:CONCRETE SKALL C40NFORM TOAC1301 SPEOFiGATHRLB.HOLLOW AND
4RWT•FiLLED CONCRETE BLOCK WIT(CM UI SNhLL CONFORM TDASTMCGD.WOOD SHALL / y :�U1_
.100' TT Q•'
FlgURE 4; FIGURES: FIglB2Ee: BE PRESSURE•TRFATED YELLOW SOUTHERN PINE WITH AN SG OF(LM ALUMINUM SHALL BE
* • OD93-TSANDGEAUNNUM OF.100'THICK,STEEL STUDS TOREAMINIMUM GRADE33AND —f .••.- Ai.,i: _Q
M • •
ICK(
(18 METAL SHALL TURA ST EL TOBSCREW THICK
ANCHOR BEYOND THE MATERIAL, +3SX3TSX.toP i�/��, ��•:
1/ r5 Y
« A108 012 ANCHORS tN7O WOOD MAYBE STEEL.i&88S.ORd14S.8. Mullm
IL
FL P.E.N 587(15
TABLE'10A
MAIM Cw TAAb Ibt6li)
Opkilm iti Bn'iafa*opYa*aiNdot pis}Dr toeFiH0M09tim1amfi1Fj6PeMIiD mNWm) z'�C
RN tow tot low - W4 look Tata tab INF 'g
1.266330Rect99'iw lawla'mq. RturgTNN T»WMT+F- ibda+FF� Tavola M. flkwotw` I"Who twoko"O' Twtfak% R+HtgWr T-7,iko, Rwtry#a 7-olown Rk�rf -wrike. ;wwhWr Tomwe. q
6.eaA teN112 laM^A w*4 lntby wwq b,u5q U-4 takwo t.ft twtsq L-r o two" ltt5fq lsaav tet69q wwig t4Ro2 Le9Nw �x
mum" 119
� a= I-
s,1
I JI �
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or.f e1111141 a a fa d911YB1 atsE � g3s i as I �
@4ito I'D �
1TW mat an I last 495 Yale A4 me 4A in. as !Tall Na Inal 192 fAA 512 fns fit$ tva I at I ffi9A YNo not at aso 14.1 Also at itte on ins OI I tA.0 1n) mal 531
Ata act I.linal 5" IAA 260 tiDA 661 1nD 1DAMA 0.M fine its "A at nt9 1n5 170-0 BTT 1tOjo NIT 174A 9A 179.9 'Tw iT01 = 161] on 'Tejo we "0.6 itn M4 Re = N
fA6Ra=61 1411 last NS tA0 691 IAP 635 IAA n'a iT9A Rr time N6 fns 2>a tA4 t9F6 4nA N> ,as Nat 1190 n6 nap me n0.a TR i62t tell fna ill Ina 'in me iR .L �L
RIs me n1 I-Al on IAA RL 1nD as, ties fIR lite T6' TAA im late W IAA lU' 1799 of 'IDA sM Has; 1H is" 1769 IAA Rf Utt tit) ma Rt HLa 1759 tale Rt ernes 3 lo
-
Of. in* #R in. Ai t71D Nsi me Jn Ins tan tea we foe fair ma eft Ill.t illi me 6m HSA 1511 ilea Yea lad Hai 5190 too You "it too no W6 1611 me IOW r p
aw ties w Ise to line 1119 fns the ifit tall 'TOA No Int 1Ro title tot$ 1912 INA 1111a ten Ins We two 9N9 'at. IIA ins tiff its 1F0 ARS An I" an was, trio 2
Rit fns on area IR Ims it" 1n. the me illtI" = 'H2 Its IRA fat) MA 1.0 10.1 no Nt# 1Ms Ins !M 60.0 iso taw 6n TTA 1246 in n6 60.6 tug 1n.0 n6 2
12W 167.6 AU in. an tats late Ino in in's 40 1)29 an iof.6 AH MY No iW ton in, to R.# tie) HRT as 6t) fus, - i6 _03 IRs I" 6A as, tate 21,1
N4 uLT Mt -I an II" RT -0 am his 217 lttt IDI R2 940 me nJ iia 961 ou 164 '.4 fa ves At, 06 Mi nA TN $1.0 RI 7" 1)t A6 M1 nA M ,mo,.ii &�'• Z
nw mal fM IRA Tt3 Yale ear ,at Re R3 Ri inA TD ti# 161 tit 740 I3.3 R4 49.1 710 9.0 1 iM na ni He 1M AT At 413 tM VIA M 4131 641 01 R6 q
am has iii R2 As 716 al IAB SR its at all N5 631 sit MY I 4N '1.7 I- 0.2 1 661 1 rap I ni ailRt R0 sit a3,' 679 n.1 Ni asX 011M011MI a, )7s 796
Raw Tae am Its, SVJ baa the MA 6A 04 60 1 614 bre 44.3 RO 4ib W} 313 rap as IN MA we I tab tM alt 6A na 49 Ra 60 att AS =1 pa I nA {M h �p� O
101W
At? 4W pb 011.1. Rtl 426 aH st as )7.1 As ai.t 4R 111 aw nl A6 A3 7R M,6 466 n,1 si 427 as its as its 4A 2ts 315 Its M ties in f� �I 8l
111» 4£t Af 'sJ rat 911 Ar 3aa IU at.? Nt st Wt 'tl6 At Aa aW toll t9f RS in aka Ai Nall Sn 11,1 Ori 216 SR n4 Yt 133 na N.1 AI 1Ts R1 M _
Yeah 1#7 lit of 34 392 ss 9fA 9A s.0 an 266 s/ 22.I 961 Ia7 an n# >n il3 3A 141 an 12.6 sit 141 3al .7 )N K N
N4F nA iR n2 14Y ftb 26Y 136 Ss f6.@ 2$t 11) 931 Nin
Q a
a try
TASLIFE 108 An¢imrCa a0sTitNA02A) - '- ANCHOR CAPACITY ADJUSTMENNTFORMULAt
SmI- z mrc asa-. IWW¢OW InW0u9 I, va MaA (D.s)X(MUWANT.7gRCAP.""""�wANCHORCAp.,,,
etfila. w•Astx �At a.vr#sdm 61tmx AI261W bas- ONCAP.„m-
AAtilorC/PPatpau m�B' 3147'�OtO�' vr�°u 0¢ atwok Mo wait. -Yalau6¢cm ff wino Aaaalf.Stin89i S.-Ol 6NnpS USE THIS FORMULA TO OBTAIN THE ANCHOR
RtarcD '• at7 t• 2u7 star t` I 2W 1• '45, r "r T 01W tar' Mr CAPACfTYRECAJMED'CORREWONDMOTOAN
Er n6ma�t tau' Iso tart tar r t•ta• . .ve tier tier rue afar r tsr rsr ACTUMILPRESSUREREOUIREMENTFORTHE
iMtttm@4.tum Izr Saos6aameig0 +c n aTp" a'dm Wom tubas 2n" n m TOM " 661" No" fm " n OPNIN
EG,WHEN IT IS LOWERTHAN THE M IAL(ON
a M4Ags@irc99m ma95taAW{umlatapgTo 2! 4W" Tmn 14s. 1 NA NA NA 3W" WA fat Nth AA NA Mile, 6W" man CAPACITY(FPOMTHETABLE)OFTM,-ELEMM
rucronOsR640A.rW9'sM26t'apsT of 7e9m }nn W.1 555. fepm toms Goon Na no" faft aR" 1R2m Et2m apes atm" MIJUJON,ITWILL YIELDAMWIMUMANCHOR
aAr¢Ike@9t1•Mma,GrU ,Ob.fIXl'Aiilt tis Nu Nw IRAwh eM NA WA Na, NA toll NA Nn 6N call Bran CAPACITY WHICH MAY SEUSED TO QUALIFY
tM9DfNF $ 19tm its. ax us" 6u" 166" ton m" anAA Hi 032" tom inm Show Re. ADDITIONAL ANCHOR OPTIONS FROM THE
2N6i¢a 31rMi39kcIF M. amn Wh xx tut Its tm" am Ne Hot iwt wA tri" 4@n I Noon I ANCHORCAPAVVY TABLE. YRODUCTRSYISSD
w¢P67wavialdwFX#IM
ttw7da9 Carr NiFIGU 'dz1S.d°S
RE 1: FIGURE 2: TABLE NOTES: 1.2Ti0' Ith Dam a )
` * 4 • 1)SEE SHEET S FOR INSTRUCTIONS ON USING THETAMESANO SHEET25 FOR INFORMATION
ON LOADING,SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. fil ililti .
2)LINEARWTERPOLATtONGETWEENMULLLENOTHSANOAROMMGWIf97HStSALLWABLE.
FIGURE 3: ANGLE sat() •. r
3)MU1;UON ANSMUUMN CtW8SHOMAM NOT TOSCALE.FOR EXACTOIMENSIONS.SEE
CLIP MUST SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELDFOLLOWING O3MEfiS(AYALRESiRtCfiONS �'
SE USED SHOWN ON SHEETS21.23,FIGURES SHOW SUGGESTED•APPROXIMATE HOLELOCATION9. Hp.$'i7Tzi
IN PAIRS"
4)SUBSTRATES,-CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND : IC=
FIGURE4 FTGME5: FIGURES GROUT-FILLEDCONCRETEBLOCK UNIT(CMU)$HALL CONFORM TOASTM O90,N•OODSWILL 67A. OT•,• /,
BEPRESSURE-TREATED YELLOW SOUTHERN PINEWiTHAN SO OFO.SS,ALUMINUM SWU BE _ �rM'Z� -
M 6065-TSANDDEAMINMUM OF.10WTHICK.STEEL STUDS TO BE AMINUM GRADE 33ANO "� ',{"}�C` te g7aU?;.'(. Z
ANCHOR K(TO METAL).SIALJ.STRUCTURAL STEELTO BEATLE ST 12W TMAST THREADS ISEYAN THEMAL
ANCHORSINTOS TRUCTRALSTELTOBATLETHREMIHICKAOT36.ALL r1AL 12SXa.�'X.aSY err
910 d#12 ANCHORS INTO WOOD MAY BE STEL'„I"SZ.OR 410 S.S, �UON A,r[Y�J(ylR{itttn,p,E,
IFJ IF1 I FL P.EA 60708
f
I
TABLE 11A -
WwiDnCwa hLN 6Al) a
OPonfin¢W11et Na3eAfmtesPaflLdNUOom)DrOpaniq NNmIt OMMAmgA1I6PPVNN mUSme) r b2
UY N6 row tl6 SOb 1006 +.rob M flab 6 p
110 i¢D!
L.-ft T �. b�A T yatQ atl 1 y'3� t� TL-ft PI-" TI-" .r g T'Lwba LwN �2 I'" T-ft — Tll bl
J 921 d
AAw.7U¢6 c £_
s� 0� & 3� 6 $te o� 6 &€. s 6� & 6�% id 3 Sd S jFs 3h 0 ais
� 4g � g € 1 � � �f � f �a4 �� g$; fa � gas to � m
IS fd —IM--
In,
QU VOJ IN Imo IS n60 NI 1n. Ila N- Nt 1N9 U6 nae a9 Ins 60 UOA fits +no Ell In➢ n/0 nb Rf IN$ UR INA Rt +.a INS ine R1 1N0 an nA6 RI -
Qta U0.0 Me IND 301 I= Ro NICO 3N INA 6U INA R0 INA 110 INA NI INA 2I6 IAO en nDA N17 ilAO IN Ina ifm ttoo NO 17a0 Nil 'las NO 1n6 32<1 00. no W
SO.tn6 1n.0 Ni VOJ 661 INA N6 17aD RI mA %16 nao 6N INA ins INA in f/OD U15 1700 TII fN.O UN It00 1N tN.O 1fR IN.O 1U IltA SAR Ins, R6 In. I. 1N0 TR
Nh 1NA NI INA 69 Ina list IRA RI 1N➢ 1115 INA m "to 196 in. tll 1100 NN IMO R/ M.0 1R1 +NA flU +MO Nf IMI 0711 INS NI +N] NR 1n. N1 W 9-
21121- O
Q6 INA NS INA of I- low IND In mA E fib 91 IMA 1111 Ins SU was 1591 1700 316 INA I91 n0A W3 110E 219 No ten U6) 210 1169 UU USA I. It 0-0 +6N � U3 6p
Rin Ino fq INA Tn I= +IU Inc IR INA UR U0.0 NO INA UN INA 16% 1lob IIU 1706 NN INA +ew Ina tm 1X6 NN INA Ito INS 960 INA 1111 in.7 2a60 INA stn WQ,
NIl 1No RI INS U3 In. 11N 1NA aW ms n51 lips UNI Ina IRS 1N4 IAN flap 1753 Ina 1133 IND NIS INA +H) wa UIS in;ill 1TSt INl ms tlN +m] Ina nb IN Na y�y
NY 1Na1---w
INA aR /No Un 110.0 IDPINA UI! INA IVa int UN INA Its WA IIA Ino 1111 - 1731 %to IN6 1'SA LIN369 ION tl.t 1n1 'lacsno INT N.itlN 1m1 D9 7Ge INAINA an nes UN INA ION WA 16R I- m9 N1A IRU 102 UN UIt 1336 1115 1436 1119 16W N+J +At B1 lint) +Df MI ISie 19] 913 71111'6qil Ino 1116 iRJ iln %i3 1N6 qW Iln 19.0 fldt R4S UTT fnf UN M.1 NR INS /N1 301 UntG9 itm 71.0 nT1 1N9 IfN 661 NII 1N9 11Ntlfn Rt.O Nib 9N 1%A 11% 19.1 NI 916 1110 1019MR-1
] mf MS Ina iia NI W 1110 R.i IN m QNNH!/ tA] en379 m %UINROIbNRO 65A SYS T1.2 6R NS In Rs /A MS 619 0@ tU NI 166 n6 1!] NI F xZE M NA016 166 nt N7 1N pT JN ILt n1 TN 561 W 16I nt ISO 653II1 In p9xl w NA n+ 130TN 1pA 6UR] NI 611 IN ND 660 N.i I40 663 NO n] TA 17.1 Bt+ W.1 NO 15A /9 }3! 140 IL/ nJ Sm 9.D TII 119 665 9.I 710 Ns Nf1NU N.f119 167 160 Rt 613 6tl Kt W II] fit n.t /N Al SU 113 RI X) 6II n0 SIA 321 ll.T S% }fA N1 4171M6 N] 15.1 m lA9 AU 9A 3% #I U) MA 496 2U ID riA les 161 N1 Ns 1ti fJ] lD tlt V N Q O O
a$g 5Up3
TABLE IIB ANCHOR CAPAC17Y ADJUSTMENT FORMULA:
AnNtliClptlry hmMw) ANCHOR CAP.„,.,„, S
sA1 an amc02. rfmwlav F%a ix Fiw3Aa ua6
(DP_)X� =ANCHOR C/1P.-
5Y6'IXo �VP89 kk Ntu- vr63IX0 AN 05 92( 1"40 M RMULATP.sw
AndwrCDPPJtYm6 k'+^^rT� 3'+973ro+Rsm W EXo➢tU4m PDam s+a EHolRxm yr 1310VATc%1 A1�iol ucawl AwCdo<6uea(rd 6e6er((N5) &mrlGd} USE THIS FORMUUTO OBTAIN THE-ANCHOR
tn1%6a 1• atrr 1• lA? sfM r ova• 1• tvi z slAr s a- au a" CAPACITY REWIRED'CORRESPONDING 70AN
6R0[D➢eY fAl1• 13P IS'P tar ? fVI• INP 41M 1-w +-u1• t•tM i lab• -w — ACTUAL PRESSURE REQUIREMENT FOR THE
awirob a ulAaclArmgmDlU6tltAtst¢n amm 9016 uam moos tA%mvo. mft T190a azIm ANm a6m Ni" < b mon OPENING,WHEN IT 0 LOWER THAN THE MULLION
IAfaepeQ 119 U%QC 671,166Pr01aNa0 >3 Imm Tmb N63 ILA WA IfN :211:
MNU wA NN WA WA Ulm (Ub Im. CAPACITYJFROMTHETABLE)OFT3ESEL.ECTED ,
IArtt4f QTYb 1u,160ae AePe(ia1l pt¢ imm 7IDm lalm +Smm lemur Nom rmb Mu 7lUb Tom mom fevxm M. Seen 1120. MULLION.R WILL YIELD A MINIMUM ANCHOR
4AA00,U•%h OA:.IUCp,bm 9tlrMn NDn 6fA N06 WA WA - NN MA WA WA IAA WA IYA Wit WA 12Rb CAPACITY WHICH MAY BE USED TO QUALIFY
tArtivlfCp¢t001 stlm ttln am asb m2b nem +tl. mm Som %7m amb Mae fM. Tr. lmb ADDITIONAL ANCHOR OPTIONS FROMTHE
tam+m 1.ts IJs11c1 inn aab N% fw WA WA IIOm IW wA r1% wA wA 31tm AIt. YDb ANCHOR CAPACITY TABLE 7'ROWCT(tSWS6D
twupymiwiN6eFllJih
1250• acKPlloleTl6((j.0'LI&o3
FIGURE" FXGURE2 TABLE NOTES: B.P6 OYo
. ` 1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLESAND SHEET25 FOR INFORMATION M O04A trohx[
ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS
1111 11111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE.
FIGURES ♦•'+(:ENS eP ;.
ANGtE 3)MNLLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACTDUAENStON$SEE 3DP =f1,•.:' t'
CllP MUST SHEETS 21.23,HOLES TO BE DRILLED IN THE POD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE ROLE LOCATIONS.
IMPAIRS. 4)SUSS7RATES:CONCREtE SHALL CONFORM TOAC1301 SPECIFICATIONS HOLLOW A DGROUT
FIGURE 4: FlWI�S: FIGURE 4L PPAESuURETRRENATTEDYYELLOW OUTCRETE BLOCK UNITHEUN)PiKE WITH AN SO OF OSSMALL ODNFORM TO S INUM SHALL BE �p..' TA• �.'•[,�'
h •
11063-TSANDSEAMINIMUM OF.IOO•THICK,STEEL STUDS TO BEAMIN{MUM GRACE 33 AND -_._:� �;U.(•CS`.,x(OHitsl;.•`,Cj��
04S1HICK(18 GAUGE}STRUCTURAL STEEL TO BEAT LEASi.72S7HiCKAND A3A.ALL
ANCHORS INTO METAL.SWILL EXTEND AT LEAST 3 SCREWTHAEADS BEYOND THEWITFAIAL. 'i S(OIJAL.t�y
• 41108012 ANCHORS LNTOWOOD MAY SESTEEL ISBSS011410 S.S. 13S1X391•XA2r A.CYNN`MILIEIR.P.E.
MULl27N
FLRE-0 687115
TABLE IRA �+ .
MWOAnG T9M0 5��73
WtOM(fOrswtiaa9NPArc/+G }wOMnk10 NONFM{bT1vAm'daM4PYeltgmSAm} ��1pULI
at Col. SCSI ab 9010 im In Imh tab Itch
PKtMp01f "'Ift4- PAmvx >•+YTtwn P.wob. T-0-o"; tfNPpf.r 700111,44 P14W0Y T♦pT,ary. Rc:mVaM 9.,NfYrg Mi1npM FYlytphr 'SuP10•a 1ae11rptY nWn1�0.
2[4x35 t4t6>n IARtm t9_9 Inca n•N4 Ift 4Ama LSNSa 1-. estop tna0p wale lest in40-0 wa,o tuft tAww INS'• K
mulsim
�$ b SO
2 � 7�3
alt Ima IN /TOA tri IR➢ 702 ITOA tm If OD Ca ImA 108 114-0 99! I7" tl9 170.0 rat IRO 6S1 110➢ 1240 'MC -1 110.0 lax 170-0 001 114.-0 /S31 114-0 121 im0 iqR 150.0 RI (�
44th im0 IN fS00 ai Oto to 170.0 884 I A 642 Sick 000 imA Ito IRO al 1744 DIS $10.0 81/ iRo 1417 imA 610 SmA Inc NO tW tmd SPOT IRO wo it"2702 Not) 800
06alY 170.0 741 114-0 !a imD w6 Inc Wt 110D 1010 114-0 al 11VA Ala IRA Tm INC ISM 1100 110 Slot, 1444 IRO Im NOA NW Into To Ino 0003 Imc 744 im0 27-01 IRO 700 ar� N
Nh /140 III - im, 1'm0 to N0A al NOt, tit@ 1145 Ta im9 13m 1.0 dm 1709 1144 1mD 001 1- tia Inc a@ 17" 1973 i7Ak oil Y= Frit two at mi,2344 Bo.0 at US
Still 1mA S65 1100 ml 170.1 Sol 170.0 IIT /mo NN it0A 676 IRA 1402 Imo /N Jim[1402 Smit at, IRO All 17o0 I= Nog 7Em 170.0 tai Inc 2414 Imo 1983 tat Lott IRA ma SO 1� 4
J
nh im4 1,30 Imo 715 1740 tilt SRA at, 0700 1142 IRO at tmD Sim tn4 1028 Not, tOm imA 11,78 Inc Inc imQ tTII TRO 133/ 174-0 Iia 1137 rdi Ira➢ itif 444.9 2503 Imo iNl
Wh 1710 174 ImA 702 MA Ito 10.0 SW N0A Iia 170! mW Im Gat Imo 1000 fro, 1703 1104 1156 IRO INS Inc 1210 "0.0 =a 1nA 1714 is$A Zai Int 1700 1029 2431 1700 1200 2
Do, /14.0 1093 RSO at, IRO t7m IRA im 1m0 Na slob Inc Inc in Inc Inc im-0 1913 NOD 1448 Dilk 2@S Inc 1341 IMA 3'm 170-0 ISM MA 2144 ink 1= 1002 na tR0 SSV � f
Rh 1n.A 1122 ITO-0 @S7 Im9 IM IRA 1000 170-0 1614 1740 I1W IRA 1144 IRO tea 144.7 'Silo 1m.0 Im IMA,Iwo Imo Ism, 1210 IPa Silk IVA ill Ila -A ISS! aA 1644 la,T 1531 = Z
No, 1140 list Ino WT lmo IIx IAL*1110 imp Mit Inc 1450 tmA lag Ino Iia tit? Ma NOD 14M IRA tat SEAS tam it" lot NTS 1414 9!3 tai Inc Ha 941 Gal SAA HIS � N �
WN im0 on Imo IIA 1101 IOW 108-0 NIP IAA ASR 1310 Ita IIIA Iia 131.0 It" Co. mW 1107 it. at Sao 100 1147 Mt Imo tot tf22 009 Silo Ql ISM 019 13001711.0 fat � G
7th 1172 I= SKI I= 172-0 1219 SVA nm too 1714 1112 1001 82. m CIA? Sal NA Nm aA 1021, n7 1221 124 mto 616 U2I 773 Sol aJ tib 114 PR 401 NR 611 o-
r,
87
1Wh IWa AI f00D 007 �PTI -l0 971 TTS ala a.r al Gla OA S14 Ai OSA 446[6�
1 loo S16 111 al 02.0 Yq9 AA 971 Mt, 182 1244 441 St AItih 964 N@ as bit dt 902mlm 129 702 ASa @t1, t0.T 744i 6f.t Na 3@7NP NA144 36.7 Ira 102 !a RA 914 53.1 T4.1, 100 019 x S2
440 112 l86 440-0 611 414 i88 NA 653 400 000 51.6 744 319 003 AA Ta 372 of 25.8 f1A 20.1006 2 446 StA aA 212 6H 202 tp Ta3 8M 2l.T 449c RA {SS i.2 tY 146 NISOA 446 112 44:8 I.
SM 1644 {It N Q O fi
!,
TABLE r28 ANCHOR CAPACITY AOJUSiMENT FORMULA: D.
AncIro7C lack. ^� 'Q
P1A1Vak 2 bt AWCmt. IPOgIOm F4VONV P( 000 Ydx L-)Xt
AnOEutCOP PatMms A'xt4 Yfr HW 02¢01 Imran
001 MBIS.I�ONR,�•w ).ANCHORCAP.«
YFkSkm marIKO VwTK "Imod 012Wn 026
gy"., p0VC-S, b9)dvW
6w'pA USE THIS FORMUU.TO OBTAIN THS"ANCHOR
GaaR9pn7 r ivr w avr sur r 2 r 2022 r 3S. r AAr airoz, CAPACITY REGUIRED'CORRESPONDINGTOA6
FnlNaml imr 14, tar toe r aw• I•VI 1w t-uw uvt• NN• 2 132' 137 - ACTUAL PRESSURE REQUIREMENT FOR THE
x/wIiW3 aT4arcoA.tsaa tarobefpp t6 a. is ON M. INS" mW M. lam 702101 *.- oo. -Sk MWIC, 72Pa tt OPENING.WHEN IT IS LOWER THAN THE MULL"
{AWP.a7tA-oil/at(-CCo0 Iom Gan "ft Iwm ;aim Nq 60014 Ww rosft N. co. - x34. eWb =ft CAPACITY(FROM THE TABLE)OF THE SELECTED
tAnN61®I.H-un aC 131x4taidAlOe) atm lam 1026. xrA rw tW. rw mic, WA wA wA =in b tan. MLAUON.ITWILLYIELDAMMWIUM ANCHOR
-" 7mt 2t6A3OYtx93/R lam turas 11A3tx tem Aa. Nm "ft TMm ar. Ma. 1x214 co. 1120. CAPACITY WHICH ANY BE USED TOOU43FY
@ArtNn9-m/ 2x6 Cmfl Timm 11m. 1 m ISI 202114 . Oa. WA Ila. lino 13A1nx70. R9'81b 1311. 166U. ADDITIONAL ANCHOR OPNONS FROMTHE
aA4tfw SawN01 Qa/Vpp,4N.1TA'AIa11 Alp !w Iw NIA Iw WA NSA WA Iw Hai N WA Iw tAd WA ANCHOR CAPACITYTASUL
•AAt•OI@0.a"10t4Atc00.PN.NTALO ej IZI NAA wA IEA NSA RIA WA !w 141 Hbt wA WA Nal MA v . PROOLiLTRE'YISFD
2-0101444®7ltllin lFiq IT 3n. 353. 31514 ia. rII. NIA MIS ick W. WA aa. 763 fm W. 000. Om1011m1nW;@c Fl4tld.
3Aatu0 t/1.19a OA7T 1 44x14 614. 9914 a/an NM WA co. NaS alo. oil14 W. atm DulAa e 6 16�ZSS.t7�
NOTE FORTHE OFFSErCLIP,USETHESAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
C�CIRCIED VALUES ARE USED W THE EWrMPLE ON 6FFET'14. F�`P'^t Wa X41
F*UREt: RGURE2: FIGURES: FIGURE4; 110
• ♦ • : • • TABLE(TOTES' .._2.400" M t70Q.
ty511111lI/t
• s G ERAL INSTALLATION METHODS,ON USMGTHE?ABLESANU SNEET25 FOR MFORMATLW7GNt.OADF30.SEE StREETS2<fOR `I ,TTY i•Afft,�r�
• • ♦ @ �•'µ,EN34r'•;
FIGURES. FiGi➢2E$ 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHS ANDCA OPE14MG WIDTHS ISALLOWABLE-
@ ' • • • • 254 4,4014 023 saTOs
3}MULLION AND MULLION CLOPS SHOWN ARE NOT 70 SCALE.FOR FJ7ACi DOUFNSKINS,SEE SHEETS 21-23.HOLES TO BE7MIU,E01,1 '
THE FIELD FOLLOWING DIMENSIONAL RESTRIC7IOA'SSHOWN ON SKEW 21.23.FIGURESSHOW$UGGESTIED,APPROMMATE HOLE �l f
• • LOCATIONS. -^"1'• -/�
fU,•.- S4 tFOGlV.
FIGURET; FIGURE&FRGUREB: Fft7URE10: ANGLECLIP4)SUSSTRATES:CONCRETESHA.LCONFORMTOAC1301SPECPICATIONSHOLLOYJANOGROUT4nLEDt7DMMmaRAO tw F
(FfGURESS&6) (CMU)SHALL CONFORM TO ASTM CAO.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINEW17H AN GOOF 0.55. l�'S+ •• V`�.
MLT;.7BBUSED ALUMINUM SHALL BEG1,88.TSAND USE AMMIMUM OFA26-THC7S STEEL STUDS TO BEAMINIMUM GRADE 33AND.WT7@CK(18 rxt•x2Y MlR1x1N `r S)C1NAl-�31
IN PAIRS. GAUGE}.STRUCTURAL STEEL TO BE AT tFA4T./2STHICK AND ALL ANCHORS INTO METALSNALLE%TENDATiEAST35CREW A.LYTSIdtR�LLER
♦ ♦ THREADS BEYOND THE MATERIAL NiO 6512 ANCHORS NATO WOOD MAY BE STEEL,ABS S.S.OR 410 S.S. FL P.E.8 SOLUS
TABLE 13A
4§7t3onCa TMki; i
0 nOeVA1tM orvmlkAe,F:pNYNtOtrAlRaiDj k700enaPe Wlehl0xaDamrtk)Vap601t01Mx0n) ���
mh mF OF mb Fob 101h 15b 140h 100E �j
ft.aLD I t mo TWm- I7.tlm*. Tf.N"" ft W.. T.OSbn4 Rml..M4ayf.ia '.t.p/s Toova- A-&- 7oFrn! 0. RtPbOOf. T-04"70 R lu"Po t T7Vif.ry. 24
3.4fH$e IO�a ta.1m tmdN t♦tly taa3p L"v Imam L-odiv t-t0 IMN in♦9m ut-ft L-ft i-ft Lu--ft LO.bi LmOm lift 'Y
Ah-TYbe Igg5q 1qqa� F5g5{ Rpgg55 7q1 qQpp qggq aa {qfrg} tqqq g6ssqq yyqq Sg yyEE af7 pp g$ {g7 pq 1p15g yp'$$ Opp pq hYYY
42h 170.0 420 1 1700 all IRA 7M 1n0 41 mo ma 1140 we IRO to Inc; 010 1700 ilia 00.0 641 IRA INS IRO 121 Ino HM 170.0 121 ITOO Im 1704Ott IRO Nm IRA ml
titin 170.0 7Aa fn0 UN fn" Bm fR.O SM tR0 SOx 170.0 Om tR0 1112 PALO Oaf 110O /415 1nA 077 TRA flit PALO 612 inD 1112 IR.D OM iRk Som IRA Om PALO t0T 1OA aP "'N W
mASh 175.0 747 Ink m 1140 am ink NI SRO /Om IRO 5m IR.0 Ila 1700 72P Iwo 1341 INP 741 PALO IMM IRO tea IRC BID 170.0 750 IMP) x122 NRA m PALO Na Ink m K g y
Mb 178 707 1700 a2 1140 Mtl SRO mi Do0 aO 100 7M 41" i2R 4700 ma IRO 14M mo 127 1706 1t" 1700 156 1n0 OU 17.0.0 of SRA IAP IRA of Pink 4422' flu µt W a 8
mh 1RA aha 170.0 ni IRO left HALO 7a IRO Qm IRO tlR f0A 1417 IRO 1M 10.0 11% 1n0 Dm In, 1771 1n0 ISM 1700 2m 1140 10m SRA iQ0 IRO Uma I0A "M "to 'm0 N
mh HALO 476 PRO R. iR4 110 IRO 120 IIA Um !n0 MR Ims tom IRO two Ink 1873 IAD Hats Imo no, SRO 1121 PRD 2221 170.0 flea tm IDA {ALO Pill inO Ya0 1700 on .!
mb 1700 al 1700 Tm 10.0 rim lR0 OST 1146 NM 1700 t0a 1n0 ISM SOA f0M IAPA IM 1700 Sim PRS fpm IMPI 1310 IRO 23M HIM) INS IRO Axl NRA IYm 1140 7117 IRA
Tib IRA POST TRO as TRA IND ENA tom 170.0 itl2 17OD Ito HALO 100 IRA tel IRO 120 it" 1215 f70k 225 4700 IMT SNO � PRD HAS fill*205 IMX His Into Mm SRO HSP
OF 1n0 1122 IRO mT 1140 iM i10A tom 000 150 IRA i2m PRA StOf 'n0 IPE ItOA 7010 inp IUI I0A 7IU IRO lam I0A Nxt IBD ItlN 170.0 afm 1700 teal in0 1L49 110.0 Om y
3 Rfi M1n0 ilii /Of tV HRA fmi 10.0 SifD SRP 031 NRA 17ea PRA fblt 100 fiat 1700 IPN 470.0 ffu IRA Site POA PSM t100 2267 1700 Im Ink am NM 1741 00LO tau IOD Rea -S, J r
mh NRA PNM 1022 HIM 170.0 tat 1140 IIIc 1i0.D Ilea 1700 1/M /022 2tA 1140 16M 1140 AOI 1140 17n 170.0 2m0 000 1610Lou Ola IRO 415 two NIS HRP SN3 143 Ma 170.0 am 3 O
Oaf - 1417 IMP) f9Y 1RD
Im PALA S1}I 7706 149 000 ia2 770.0 27a IR8 Im 060 9m m7 o tm staff MIS Bak PPM imA Nµ 1700 2m fall an I=200 120"am I 2 h �Pb1 Ii(( o
tmf URA 1541 1700 1410 S0A RN 1140 100 1022 9x1 Ino 1070 INA 1512 1140 xae HMD NMI IRO 2271 110.7 5721 10L0 2277 190 4101 1401 2211 1129 7141 1750 2M4 a2T 2141 IIb0 a00 - iV 113 A
flit 1700 H05 170.0 MM 1700 fOm 170.0 1700 1022 leaf O¢O RM 00.0=I mo 912 UIS 022 Ia3 4143 fm00 xM2 Na4 914 1131 nit !UA 210 1722 2ST2 1141 2112 off 2121 103 200 X .� Y
t0F IND SNI IRP tam POO 20 lmo 1700 1X4 1112 11af '141 1M1 9II 761.{ feat 1701 72a IA2 1120 1041 Asi SI0.1 IOU mf 952 pee IaS N$ 251 LLP /tO tl7.0 � MLi Sam m
X $ ;
fMF f2US SSM SSt Tf/S !MS 450M1 fQOt PtN A6t Teat M.a 1112 76S 15Da 00.7 Sim DAO HSM 723 tan 62e imt Ui 1IMtl RI lit 580 110 W t5M /M$ Itm 70,1 UM MA Mm N Q T7 b
T LE 13B Arid-C-q T fM ANCHOR CAPACITY ADJUSTMENT FORMULM
D
ANCtORCAw7ma 2IACavEa avtate txfU R-430,It Pt u.0 (OR-}XP...{ }•ANCFWRCM.,,, pal -'�
AvtpW worato Umem uriwkat- 9MLbn YIDPbOOM¢m Moo- WBbf7 aO0De1 M1x9atl alts ot, MULLION
Andw1C0PPMOMtItt oaten AP7.Op. UDam A00e01bt>tt+.•pN'iml -10% USE7HISFOR7AULATOOBTANTM ANCHOR
EOmmm.e T bill r M? 1512' t• tiY' t• 2/k' T bet;• T 640' 8.00` DSM` CAPACTfI`REQUNEO'CORRESM3HDtiN1 TO A)N
Fmi.mimi tarn Its LSW 1-- 2 t.ur 1.ui• 1... 1w. I fw Isle r t4w U.N' rw ACTUAL PRESSURE REQUIREMENT FORTHE
2Amrmpat'7tn actlimN•Aa at Das 3Rb mft lmb Omb wap N. 201517 raft W.. oko. - Mika b woo OPENING,WHEN IT IS L0WER IRIAN THEMIJUJON
aAmnm OaeTimt7A.lempwl.wpta66.at imp AOb mtbt - am. 3Nb Wtlr 7mb I-ft 74. 1412. lmtp axb M. POW- =ACtJY(FROMTHETABLE)OF THE
SELECTED
eAemm 0l.lf'mn ac73nwaMt7hpm0 b.at 'fmp 1100p tow. b wA wA MDT- iw imsp 9i WA NA tiN. 1714. - MUIUD)L IT WILL YIELDAMNLMUMANCHOR
4AaMt4rlkAoertMaA epi .a7 tmb reap ate. imp Iem. 5µb lf6b wA m6r Tia. w1f, Im. alb µ5b 1- CAPACtTYVMICHMAYBEUSEDTOQUALWY
;A.baGTWO.e IFBaeAR.tapf0aaJ f00r 1512. SMPpLY2b 370th I=.I Nm. W4 'SMb tlmb tBoc a1Mb PSN. it.. 910. ADDITIONAL ANCHOR OPTIONS FROM7HE
RArtltA� US WaO.GIN1ifAp.Gp.7 a/7 Pool. 2tm S. 1Wr Yeah .A tW .1x. wA limb WA WA WA min OSSb M. ANCHORCAPACITY TABLE. M/gRICI'REMISPD
aAtA7m8t3Ca.t OA.tf7OpafaAA'tAm.IRi} ICA - WA AN wA ffe t0.t tat NPI WA nA WA lit .At um. PROFRXTRBVZof DP7[tti
a M.atQAM'bf.D.elUMi'n tle.t5'Nm. "' wA WA WA WA WA !iN WA WA WA MU WA WA WA MOt Yml. H._•3.COP--f D.nWbgla0e
2Am.F0 aaI WF OAIFtIp .fOt 140. MOb amb pmb 101ab 914b Ib Hb 1a0b SR. Mab MW. Mt. aaxb 000. A,.*%-N•IG�0Y.t8.0'�
;AraOm's L'r NaaCJF{1P 9.Sit MOb 75Ab mSp ftm. WA WA 414. 1163 Rib Wla WA fW a2iv M6p fitOp 2�. Dain Mat
NOTE:FORTHE OFFSET CLIP.USE THESAMEANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD TIIP. TAPLE NOTES: 87
FAG"t: FIGURE I. FIGURE 3: FIGURE @ FTOtIR�iC 1161 1E0 FIGIA110: 1`11.11: hO if
• • ij SEE....ET 1 FOR INSTRUCTIONS GE ER USING THE TABLES MET NO SHEET 25 FOR INFORMATION ON i;t:P 11411 i
• •• •• IDAONO.SEE SFEETS Y4 FOR GENERAL INSTALLATION ME7H003. L' TSG I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDfl61SALLOWABLE
s • • BOOP 4': '..:y
• • ! . t• • 3}MULLION STOfIEDRILLE I IN TH0NN FIELD OLION ODUFNOREXACESTFUCT 1OHStMA74ON -1:[ H.5g74S
21.23•HOLES7O BEDRRLEOINTHETIE FOPPIPIMGDe6ENLE RES77UCTILXJ95HOWN Q4
FFGURES: ftm0ffm fl6tkSE r. SHEE7S31.23.F70UNE96HOW SLIGGEBTED,APP77WtlIM7E FD'ME LOCATIONS, i 'T 16
AN[RE lel L'1t j f l I
• • • • • • CIA' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FN.EU "..•;1G`•, y,A pp
• ❑04GURM CONCRETE BL&-K UNIT(CMU)SHAIL CONFORM TO ASTM GOII WOOD BlALLLBEPRESSURETREATED y C) }ORtU�
MUST YELLOWSOUTHERN PALES A MINIMUM
OF(AD ALiRAi77UMSNAILRE8 GAISANDR STRUCTURAL
STOF.T0
♦ • USEON THICKT STEEL EAST,1TUDSTO BEA AX ALL ANCHORS INTO A{CTHOALL OANDATTRI1CfOSCRE ELI TO
pAUtg, BE ATt.EAa?,f2S THICK AND AaB.ALL ANCHORS 4170 METAL 57NALA.E7I7IIND A7LFASTBSCREW 2'Xs'X.23'
THREADS BEYOND THE MATERIAL.010 A 912 ANCHORS INTO WOOD MAY BESTEEL.I"5.9,OR41OSA A.L1ItS(3fFL P.Ej 685
S.r•7t.P.E,
i
TABLE 14A
awm.C.Pa.4 TDb74 3
grain WIgM(fgrtENraBy-spalrilg rn�mwl020p"Ina H hl Pwloftww 'openryrg mUi") p C
to. bTb MN w W. IXNb =I. I i44h frob
1-vow6 .I w 80-0.1 T-m1o¢ T.'m000 p.wv. 76'M"t RfyR_V" Nm
11822! R14ga0iSO BwB p9oN a6e 146H
Atom ""mLoq u"V L.. MLo*Ov RLO10
B ,
TVRktAB p
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mm I1 OPENING,WHEN IT IS LOWER TWA THE MULLION
WAC(TY(FROM THE TABLE)OFTHE SELECTED
M7LL)O?7.IT WILL YHELOA MINIMUM ANCHOR
CAPACITY WHICH MAYBEUSEUTOQUALIFY
ADDITIONAL ANCHOR QPT W NS PROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES;
t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ON LOADING. 1.2SS'
SEE SHEETS 2.4 FOR OENERAL INSTALLATION METHODS. �"- mmUCT RSYISEID
R71'mjj xriN"."oft
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3)MILLK)NAM MULLION CLB•$SHOWN ARE NOT TOSCALE,FORMCTDWENSHONS,SIE SHEETS21-23, t
HOLES TOREWSUGGESTHE D,FlPROX FOLLOWING LOCATIONS.
RESTRICRON$87WtiM ON SHEETS 21-a 2,118• BT I
F)GUR65SHOWSUGGESTEp,APPRO)(sAA7E HOLE LOGATWNS.. DB3B -
ANGLE CLIP MUST BEUSED INPAM. t2S• 6:1ittl7
4)SUBSTRATES:CONCRETE T(CMU)ALL,CONFORM ONFOR TOASTCI C-90.SPECWCAT1OMA LOLLOWANURE-T +TU.ED „ '
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LEAST.t27i TH"ANDA98.ALL ANCHORS INTO METAL SRM.LEXTENDAT LFAST11SCREWTHREADS BEYONO (WTE13R&fWMUU0N)
Nn.•"+STUB
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JATJA2s drM..aarF41.6A9.i3Js7O-b. 7Wm MRt TWm snTa9• J8t3m SWR tWRa CAPACITY(FROM THE TABLE)OF THESELECTEEO
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CAPACITYWHICH MAY BE US®TO QUALIFY
ADDITMALANCf DROPTIONSFROMTiff
FIGURE I: ANCHORCAPACRYTABLE. *RontleTRENISF.D
TABLE NOTES, mLIM4 wllh W FKEMa
n N.ItYa218.pg
SEE SH ET$-FOR 64234 USING METHODS. AND SHEET 28 FOR INFORMATION ON LOADING. Dore 4OZ1
SEE SHEETS 24 FOR GENERAL NSTALIAT�N tA£fHODB,
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ION
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FtSUEffS SHOW SW(iESTED.APPF�MMATFHOLE LOCATtONS.
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FIGURE 3 CONCRETE BLOO(UNIT(OAU)SHALL CONFORM TOASTMC,SO.WOODSHALL SEPRESSURETREATED "!^•
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nti AMA ON AWA 877 IN.7 ARM WA 144 CASA AMC 127] 142 AMA 5010 Hu 178 04$ 1010 loin 817 70.4 1050 ORA SM VA Iota WB 195 14.1 1010 OTA no SOD rom 673 na Y J
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TABLE188 A4SCHORCAPACOYAUUMMENTFORMIJUL
AnelwrC4 Ta4N ANCHOR CAP.,,,.., 8 "1
$aM1afO16 1h Gmcsle JAY OOw Ra4owOW f•m 1401 v7 541• (OP„)X( ).ANCHOR CRP„w
6f1rF7w 114•$311 sAr6*cs 3Ts3FJx rmewl a2s6,a u78xg MULLON
MSh0TCeP1P40Am4 +�wT7R xt18'EbMNvw tN`t3wWWem !yam sSr ENiJV4wrt AtrFra9SAecm A9PAISeb tgrom ) USE THIS FORMULA TOOBTAWTHE'ANCHOR
Rap. r 2Vl yAa• svr r 6' r 2•V4' r Sl18• r Oro• 414` axN` CAPACITY REQUIRED"CORRFSPONDWG TO AN
emmm 94ct 3-xw 3.va• i4tr tau• r S-ur S.fri• 1-Att' A.vr f.ur i.ur r A,va Sag• vrvy ACTUALPRESSURERECUIREMENTFORTHE
M41YI 6.41tlSQCt N3Argl oOttpp.+Y xODb b 4a0m O1b 170!1 zrob 3.0.01 aMb 4a JHb 7o¢a 4Ntl x31 l4xtl YD•a OPENING.WHEN IT ISLOWERTfWITHEMU7110N
lAMal 3Yt4.O.GtCA730At0•aN47p7077 AWtl 1001 rWtl IMDb mob Mob 1Wtl WA Hmlw I/Itl b3ab tW7R4 802700 M3tl 11701 CAPACITY(FROM THE TABLE)OFTHE SELECTED
8 As2as 2TrKif2C7Dy9x6A1W t 3} t/1cb umb 95.01 214870{ 1rAb W MOib WA 1aRtl WA 4Da741 394 xM26a 3mtl 14!471 MULLJOIL ITWLLLYIEUDAMINIMUMANCHOR
CAPACOY WHICH MAYBE USED TO GUAUFY
ADD7TICNAl AN lxtOR OPTIONS FROM THE
ASA It QAPACRYTA131E. IROM=REVISED
FIGURE/: M�A��
TABLE NOTES fluitdvyC lsl
AM 14-021S.03
• • 1)SEE SHEET7FOR INSTRUCTIONS ON USING THE TABLES AND SKEET 25 FOR INFORMATION ON LOADING. F Ln Dox
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, OT
FIGURE 2: 2)LINEAR WERPOLAT(CN BETWEEN MULL LENGTHS ANDfOROPENING WIDTHS IS ALLOWABLE. Mi- Ne
3)MULAMN AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21.23 ! �tA LY(INt rt+i
• • HOLES TO SEDRLLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27.25, .126' 41'- jj/ 11
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FIGURER CONCRETE 81.00H UNEF(CMUI SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TR&1TED
• • • • YELLOW SOUTHERN PWEWEENAN SG OF9.55.ALUMINUM SNALLBE 0061-15ANDOE A MINIMUM CF.A25' 4L' L if
LE4BA.STEELSTIIOS TO BEAMINRAUNI GRADE 33 AND.04STHICX(4S GAUGE).STRUCTURAL STEEL TO BEAT SS'CAY r/
i-[457.425 THICK AND AX ALL NCHOR$INTO METAL SHALLEX DATLFJST3SCREWTHREADS BEYOND j/ '•0. -< � :17i�
THE MATERIAL.010 A 012 ANCHORS INTO WOOD MAY BE STELL,I"S.8,OR 410 SS MULLION �1 15(x}'•. 3;,te .•..c.:
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.126- �L TO�PVMW O ��;ALU �
J40•-,-_t 1)HOLES TO BE DRUM 81 THE FIELD FOLLOWING DIMENSIO.NALASSHUCTIONSOMM ON THIS SHEET. -•�.1 SAEO'
r"r O F......
g
2)SEE SHEETS 6-20 FOR SUGGESTED,A1+p{ZOXIM.TE HOLE LOCATIONS 8 ANCHOR O.C.DLMANCE. •;^`iQv
Ar � �<,.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME7H00& YxAs
FL P,E.t 08705
-{taw
. 3Tb•4'3J:7•Dtr8652_'"` s.2'T i .3_05` i11___...___..iiiIi-6.C1jiiI�fCO--•tifI I^'2-_'`'___.•-_•,_-__•,^tii1)„, �F�.,2ST.Fl- .�f,IliI. 125'
.62.5•
S11111OCLIP
2MW 2.W0003-ISAWIL 225'MTtU�AStT1AU4ENWE0ie, 22-I
4b-pSA1N_G�C-IP
.125XSECHON uctr
s81M %STRtlt
,2 - `12xSECTNECTION
QNzWgd�Vtt/0/
e
D
O
01• _ ra
i CENTEROFANCR HOLEMUSTUE WHIM THE
376DASHEDHOUNDARYSEESHETS540FORTWE
ANCHOR DC.DISTANCEMAXIMMb
XXS%4'X. 1.X-0'X37Lid
ODOMULlN T-MUWON
W34GARA. 606078ALM 6063.14ALUM _3.,24 --
cur
XSEC7ION x-SECTON %SECTION .374 -CPFATEFLUP•SMIN.OETApF.SHEET4 =1
CENTER --_'-__`- 35
126I 1 IM . OANCRORHOLE (f'
4
'J?�zT.p
1ow -20TH
Z ❑
TKANHOR00
INSTANCE =FV�ogyaaj
SHEMO
� � •- .
9.25Q' i i 1 i i at"T"ttO[E
� tlUMETER:
.tDO' .tOp• .1DO' i...____.__.i 1 i ANCHOR L_______.. _----__--_z 1- y
i a.___.._...._. iX4f$TER+1118: tJ Z
Q tl1 U)
L' .306' • ` STANOAROCLtP "LIP 60MO(ECM
-� CF3REROF ANCHGA N=MUST LIE 601STBPLU41 8069•TBAUM. TODVlEW _
-"i.820'M'7 --H.BZp'N- --'1,82P'HLL• -WA1pN iHEDASfiEOOCUNIY•RY.SEE TOPV6.W TOPVEW
t25•X324X.i00• LWX3.25'X.624' 1.24X34c)(82P SHEET55-20FORTHEANCHCRO.C. TA13LEC TABLE C.CONT,
MMUCIN MUWON MULLXIN -DISTANCE.MAXIMUM ANCHOR HOLE pm11ng6n V.1" n)For MNllon: Oim4ngon V.I..In)Fa'Mulllont
6005-76ALUM 605-T6AUM eO 15ALUU, DWIETER:ANGtiOROWA37EH s1118`.
x-SEOTtON XSECTXIN x-SECTION O 1.000 .124 O 03M X.624•
t' 3.4$4•--.-'j .. 5.SO0"----- x890 AIWt- H 7.418 Ak.11-
2687` - -.124 I .3Ts• a i 3.250 TUbo Mf�W
Q� _j
it i .' QTS• F 3.787 t•xPx P 2625 t25•xa91•
i G 0767 .374 O 1.425 X8 C
H t.500 Atw*.m .FJUCTREYIS000I 3750 • Mwl"2x60 t.24 3.26• F 2.Si3 tHdMwC>� m6F1oN6�M Tiro aimF 2.675 49•e w AH � `t0AY M1AILL60p3•TpRIUMSECTIONit TABLED60X8}M45 i(SEY01t�TION 3.236' 1 i ` aUoY NUS ^- UGIP An614CUD Ilmn
....__.: MtlU OMu4 qonPOTPiBolpP ORwiCRD OFFSETCUP 1'xPX 608HIM SMI Al 88824tH d I&A +;.125 0000.T6AUM I-XPX.37o(17) 06610 1WI1214 8WH23M B087�A2M 00TSi(W{...fi8i•>{ .2`'6•_� {-•.OBt'-) TOPYIEW 1'%PX.374'T'ttt} 6W53 650f12M OBStt23M 60&2QM t48514H .:' Flo 56705 ,
�r. . - -i
. ft I.W XA26'XJW(i3) 20160 =1127M SM1124M 66&24tOM 666671514 :V l J j��l r ui�
,)HOLES TO RE ORXLED W THE FIELD FOLLOWING DimENsicINALResTsIcTom GNmon THIS SHEET. f.2PX3.S5'X.6W(74) 2MI M61128M 68 H2W 6p6NftM 6466tt6td `--t}.� lA .�_
1.24X30R.-aw 5) MI62 86611TTM 088112814 0062NH 65853714 "P SE P !.'
2)SEE$KrM62DFOR5UGGESTM.APYROXIMATER ELOCArONS. 30 rms-t/9) 06614 WA WA NtA 66651f6M %��L�.'•.,rLORTU�`�S>�`,.
3)SEE$MTS2.4 FOR GENERAL INSTALATION METHODS 4s mm SUED WA WA tYR Ot651t7M �$jt tj# b.E.
FLP 58JG5
TABLE -
Mull DlmenaloIT POT Part• f f
(6he6t#) MUIR I SW.C)Ip U•Clip An616 Clip A25'
2-
,.,,,. --�r-•725' -.{1-.,12C C�Q7���r�
r X4'X,25'(16) 68602 1 GM261M 068271M 1,BMI12M I I Y°n•
r X8'X.25`417) 06601 1 666282M I 60272M 86881f3M 1 STANDARD CLIP I U-CUP 2k5ANOlECUP pp kk
6(I&T.TB ALW. 6p--EC11 UM 808}ECTTO TCm HY
2• I X.SECTWN 2.125 I k4{ECDON 2000' XSEC70N
NOTES:
I (+
1)HOLES TO BE DRILLED IN THE F1ELDFOLLOWING ) .125 I .725' y
DO4ENS0NAL RESTRICTIONS GIVEN ON THOS SHEET. 1 2
2)SEE SHEETS 5.20 FOR SUGGESTED,APPR0xWATE
HOLELOCATIONS 1.480'
3)SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHOOS tom— 6500'
CUTHFRETO ..... 6000' ,375' m N
2.000' .375_ S i SFE DEMO F.CREAM F 975 f 375 C._....._.-. �-Mw. Q r0
r
MIN. 6HPEi4 7Aw• F.375'
.`e TO ?
0
I
Q a � p
a43e• f...—,.— a436• f_ j..._"-----—----i U a c
.750' rx4'%.25' I ; 3.a3B` I 1 Q 3
MULLION 2 y
e060•TeAWM 1375 N c Yo
XaiEC710N I
i I l___________________._._J__.AllN. O —
3
STANOARDCIIP U-0IIP,
5063-76 M, 2x5ANOLE CLIP Q O
CENIER OF ANCHOR HOLE NUSI Lff 60B3TSALUM. FOR 2• 4'MUf.I SHEET- CENTER OF ANCHORHOLE MUST LIE U63-TOALUU
.254' WDWN THE OASHED OOUNOAR'7.SEE TOPVEW TOMEW WITHw7HEDASHEUBOUNDARV.SEE TOPVEW
SHEETSS•20FORTHEANCHOROG SHEETS 520 FOR TRE ANCHOR D.C. K
DISTANCE.NN(MUMANCHORROLE CENTEROFANCKRHOLEMUSTLIE 0WANCEMAXMWANCWRHOLE _
&iii A:AN MONMETER+1118', ---WITHINTHE DASHEDBOUNDARY.SEE OLIMETERANCHOR OUNETEA+IHS'.
SHEETS S20 FOR THEANCH0RO.C.
Ste. .-�DWANCE.MAXWUMANCHOR HOLE
.............
-{ CRTATE F 10 OIMIETFAANR100.OUNETEII-UIS'.
.375 ate, I SEEW AL.P' .37s• ... .375
MIN. f r"SWET4 LUN.
.375' _
I
1 1
I 1 1 .(IDUCT TRiYLSFD
1 1 I i I rgepiTf Ah UO Flv100
1 I 1 I I I Aca 8�(BY
(o•O$,I B.OS
1 ( II 4.688' ........ f Y.__..._--._--__—.,.I-.. Mut rm"
Z�. SOW' f -j- —T-- "—f'- f- t 6438' I 1 TllllillN
6438
\GEN
rXaXa 1 1 1 I i i �``��.•1S$"•,F/�1/ii
MULLION Nu.58705 it
ii
0063.10 ALUM -
XSECTION 1 I i i '5•
----- --I-- --------' -- --- L--------------------
_ _ __.__.. '4(.'•.FLOR..r
STANDMO CLR~ UCLIv 7X6 AN(SLECLIP '••..• te
5W3•T6AWM 608YTBALIM. 606STe ALUM. �'%'
Top NFV7 USFO FOR T x 5—W-JWSHFPT 17 TOPVEW A LTNNUIILLER P.E.
TO.pVEW
FL P.E9 687D3
WS
E F1;SONGLE VERTCAt.MU11tOtJ THE BUILDING SUl1STPA7E{bY.NOWN 700E WO0DONALL FOUR SLOES.RLE W€NDOW 16 7-11r,THE OPENING REOUIRF.SADESIONPRESSllRE OF+60..0/EOAPSF.
Lq,VYpAwi.I W HERO 1)INITV4LLYASSUMING THAT A 1'WADE MULLION IS SUNABLE,THE MULLION LENGTH 1372'ANO THE OPENING WIDTH IS 32'.32.1'=ES.REFERENCING SHEET 23,7HE OCWMN USING
•••• `.T :.-T RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR AMULUON THAT IS ATLEAST THEWINDOWFRAMEDEP7H OF2-114ANDW74L MEET OR EXCEED THE REOUIRED
_._....:.._^—'" DESIGN PRESSURE OFPSF.IF THE TABLE DOESNOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZEAYAiLASLE.
1D`i'ESEE t -DE7Sa FROM TABLE SASHEET?,THE1'X2,75'X.375'MULLION(LENOTH.72•,OPENING WIDTH=7D`)MEEt3 THE DEPTH REQUW.ED,HOWEVER THE DESIGN PRESSURE IS 44689 PSTANDWOUD
Xe
FROLmu Sf AUi FOR THIS APPLICATION'
Af11iOJuti FROM TABLE
4A,SHEETS,THE P%2.75'%.ATI MULLION THE
E AVMA 2•,OPEHINGWIDTH UIRED OF HAS A DESIGN PRESSURE OF+(•72,7 PSf WNIG1EXCEEDS THE REQUIREMENTS FOR THE
......_.,
OPENING AND MAY BE USED w THIS APPLICATION.NOTETEiEANCtiDRi'APALyTYREOUtREDOF63BLEM
MA,LbN ��----
TLLI
._.»................... 13 m
ANGLE
TABLE413 WITOFINDTNEANCHORRSH TYPEVEACA ACITT QUANTITY AND CUHEITTYPE ER ONE DPo THE DBUSED,THEST NARDBOTH THE STANOMOCL;P Vf,TH{4)012 ANCHORS At>D1HE 2%0 }.
ANGLE CL PSW Tilµ)Oi2ANCS{ORSNAVEACAPACITYOFSSS LBS.tN0U0H E1THERONE COU{DBEUD.TFLOTANDNtD CUPISEASIERTDINSTAL..oe7nna. 3)VERIFY THE DESIGN PRESSURE OF THF.FENESTRATION PRODUCTS USED WITH THIS MILLION SYSTEM.THE LOWER DESIGN PRESUME.OFMUU.pNSOR FENESTRATION PRODUCTS,W EE
SF![E76
APPLY
OVERALL ASSEMBLY.FHULDESIGN PRESSURE REWIRES THAT THE BOM THE WAL04 AND THE FENESTRATION PRODUCT BE INSTALLED wACWRDANCEWITH THE
'� INSTALLATIONS'ECIFICATIOHE INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. N
__.
..-.-_. ^-� iNTLIS EXAMPlE,T1E OESiGNYREBSUREREOUWEDYJAS.A60A PSF.THEOYERAtLMULUON SYSTEM WASDETFRAONEDTOBE T27 PSFYAiNANRiCFWRCAPACitYOf0361BSALTHiNATNELY. W� 'o O
HDANQPDY.+IWPIDQYfiILL THE ANCHOR CAPAOTYADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUITED TORTES EXACT DESIGN PRESSURE OF60 PST:
........y._.._.. 1.-.......n
�l SSWR1 (SOPSF)X{72Tp$F)s624.SLOS (MAYBE USED TO QUALIFY 010 STEEL SCREWS PROIA TABLE48)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USESA CONCRETE HEADER AND SLLL.THEWNDOWFRAME DEPTH 152-W..THE OPENING REOU:RESA �
DESIGN PRESSURE OF.50AF!%A PER
2
r �
O�R„THE YFRTIf"AL MULLION < � a
1)INITMdLYASSUMiNG THATA I-MME MULLION IS SUITABLE,THE MULLION LENGTH IS32'-Tr-I'-1 'ANO THEOPENINOWIDTH IS36'+30'N•=73'.REFERENCING SNEE72S, a 3
THE COLUMN USING RECTANGULAR LOADING SHALL BE USEO.SAN THE MULLIONTABLES FORAMULLIONTHAT ISATUAST TIE WINDOWFRAME DEPTHOP 2,10'ANDWAL p.o
EXAMPLE 2;MULTIPLEX MULLIONS MEETOR EXCEED THE REWIRED DESIGN PRESSURE OF.50,0-5"PST.IF THE TABLE DOES NOT SHOW THE EXACTS=USE THE NEXTLARGER SIZE AVAILABLE,
M WDTH--) FROM TABLE 3A SHEET?,THE I'X2.75'XAT3'M/LU0NMENGTH.108'•OPENINGWIDTN:OnMEETSTHE DEPTH REWOREDHOWEVER THE DESTON PRESSURE IS 0.15.1 PSF O[ a Y
AND WOULD NOT BE SUITABLE FDR THISAPPL1ATi0N, {/)
FROMTABLE/ SHEET THE 2'X4'X250'MULLION OPEMNGWIDTH a 807HAS ADESiON PRESSURE EXCEEDS THE REQUIREMENTS
2A 4 d �r0N
S[ FOR THE OPEN0i0AN0 MAYBE USEDwTHl9 AF4+LfATON.NOTE TIE ANCNORCAPACRY REQUIREDABT/LeG E Aso
SFE
fE1ff3TAUtbt4 BECAUSE RIS NOWlwOWN TiAT THEMULLIONWLLLA0O:TOTHE W10THOF THE ML RIEDUMT,THEADAWEDOPENNGWMtS36'-W-217a.NOT73'ASPREMtOUSLY X
PftDOUCR ASSUMED.VERIFYTNAT TIE DESIGN PRESSURE IS STfU.APPUCABLE FOR THE ADJUSUDOPENING.N.TERNATTVELY,THE WI NOCW(WIDTHS MAYBE REDUCEDTO MMNTAN
A 'u - THE 73'O08ENSON{35-1t2'r35.1R'+7.731)
VER'' 2)USE THOLE 128 Tq FNDTHEANCHOR TYPEANCHOROUANTITY AND CLIP TYPE REOUMEDFORTHECONCRETE SUBSTRATE INTMS ID AMPLE.ASSUMETiEPOURED
Im"TTT'' _ _ _ ` CONCRETEHEADERANDSBLAREB'WIDE.IF THE MULLION CLIPWERETOOE CENTEREDWITH€N THEW.CARE MEW GETAKENTOMANYAAI TNEFASTENER'SEDGEOSTANC£
MILTON' -�., LE USING THE STANDARD CLIP WITH(8)3G6'ULTRACONANCHORSATAN EDGE DISTANCEOF2.1ICOIVESAN ANCKORCAPACMOF 1058185WN)CHIS
GREAIFR,AND
LEXSM SEE
4F7ML5. OkSTHEREFORE SUITABLEFORTHE CA
REQUIREDANCHORPACITYOF071 LBS
DFB,. SilFET523 5I£ET3 FOR LNE tI3Ri2ONTAt MULLtOtiS'.
air BECALISETHE VERTICAL MULLWILL OF Al X 4'X 21"MI LLION,IN THIS EXAMPLEM WILLMATCH THE HORIZONTALAND VERTICAL MULLIONS.ALTERNATiVLLY.ANOTHER
MILLION T17>ECQULO BE C+iOSEH. PRODUCT REVIEW
OTHEMULUON LENGTH IS 36-AND THE OPEMNO HEIGHT I$32'.TT✓Y.1WS REFERENCING SHEET 26,THE COLUMT USING TRAPE20IWUIIRIANWLAN LOADJNGMAY BE INr �(AN4FTm13
USED.FROMTABLE I2A SHEET&THE2'X1`X.25Q'Mtf1t1ONFOD IEN014-4T,OPEHLNGNE€ r 120�NASAQESION PRE*uSt)REOF N-1700PSFINKCHEXCEEDS THE O 16.O215.O�
REQUIREMENTS FOR OPENERS
ANDMAY BE USEDNTHISAPPUAT0",NOTE TOi uiCHOR CAPAtl7V REWIRED OF Yt1 LeS Oda �dZi
SEE
Tn:L4Aes. 2)USETABUT 128 TOFIMOTHEANCNOR TYPE,ANCHOR WANTRYAND CLIP TYPE RECUiREOFORTHECMUSUBSTRATENTnS EXAMPLE ASSUMETHECMUJAMSSATEr R7.
51f2ET5 WADE"IFTHEMULUON CLIP WERE TO BE CENTERED WITHIN THEW.WE MUST BETAKEN TO MAINTARTHE FASTENER'S EDGE DISTANCE.USINGTHE 2X9 M40MCLIPSWITH M' lbae F€AOm
F F24 (4)3AW ULTRACOMANCHORS AT AN EDGE DISTANCE OF I'GIVES AN ANCHOR CAPACITY OF540=WHICH IS GREATER,MNOTHEPEFORE SUITABLE,FOR THE REQUIRED 111111 i!
_ ANCHORCA RYOF52l LOS.
._ _..s0•.H0182. L 1�1 sP.NtN+M. FOR
.^1^1CtiY LY7ti{,k�l�''
--i�.- CAPACTHE YIS1074 I IN THE NUSING 3 ANCHLIONTOVEFISGRTICAL MULLION,USE THE THERESMEEANCHOR ABLEp LBS.TAOLE 1128 FOR ANCHOCAPAC1TIEU•CUPBHONSTFPE ANCHOR 'C ^JCENSfi �:9
MAL LrNDPd MALMiHOTH.... ANCHOR TY E18 WSWh{ENUSCRG3ANC#{ORS,tYNIOF tbGREAT62.ANDTHERfFORE SUITABLE,FORTNEF{EWOLEOANGIQRCIJ+ACITYREQUIREMEHTOF52t 1DS.7HE �
0T4NN0Vrt0M F'DAVFAIIFA:.AxM1t ANCHOR TYPE 18 A912 STEELSCREW. Z'I: Ho.s370ii
FROM Tilt ABOVE STEP&OUR MULLION DESIGN PRESSUREIS `
+W7 PSFMM THE VERTICAL MULLION; t
K-170.0 PSFFROMTHEWHORIT"ONTALMULLIONATTACHNGTOCMU: ��"L E�+�'4 j+��
.HALOFEE FROM THE36•HQR)7DNTALMULLXM'ATTACF0N0T0 THE VERTIAI.TA)LL16HpNTERSEC;!QN} 5tA EU' :�.<�'1"
THE LOWEST OESM PRESSURE IS 41.04,7 PSFAND WOULD APPLYTO ALL OF THE NULUONS, -
;r��S'".�20;ItDP:
VERIFY THE DESIGN PRESSURE OFTtiEFENESTR4Ti0NPA0DUCT8 U5EO YAT)1THIS MAVEN SYSTEAT.TiELDWER DESIWNFYCFSSUNE,OfIMRL.gN8g2FENESTMTXON
RODU
PCTS.YALLAW'LYTOTHEOVERALLASSEMBLY.FINAL DESIGN PRESSURE THAT THE SOTHTHE MULLIONANDTHE FENESTRATION PRODUCTSEINSTAOLEpw A.LYNN Ai1l:ccrt,PE.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTORESPECTNESUBSTRATES AND FENESTRATION PROWCTSTO MULLION, FL P E.0 ES705
EXAWLFS OF RECTANGULM LOADING: EXAMPLES OF TRAPS OMAIRPoANGUTAR LOADING
1 �............._.__
PVIPW
tl
PW _
/ 1
"SHfON 5t OH-- SHIDH SWmi ; F'N PW
m o
LOADING OF VEIUICIL MULLION LOADING OF VERTICAL MULLION i / /
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORWUAL MULUONS I �j HINGED
DOOR
-............. Z
-. _---.------.. LOAOINOOF VERTCAL AAULl10N = (WD
_
LOADING MULLION � 6 Z
DING OF HORIZONTAL i LOADING HOPoZOMAIMULLON
1
Z
Y
.....i N Z
pw
swn+ swDH
IOAOWGOFVERTICALMULLON LOMNOOFHORIZONTALMULUON
SILLOFWNOON NOTANCHOREO K7THWTERSECTINOVERTMALMU'.UON I '��(�
,I PW PW
1 1... ...._..: ..
1 LOAGINGOF(2)HORIZOMAI MULLIONS LOADING OF MOfU2OMALMULLON LOADWGOFLIONIZOMAL
MULLION
ft HINGED
ppm PW PW I NG�ES C.'tOOIKT NtiVLp])
µ i i)DRAWYIGSARE fIWM"vy6afe I�Fb�
_ RERESENTATONS OF TYPICAL Amrpnmv No
. � I —..C— —..-��-�� RV WNFOURA710N8 a° 7
I PW ,_ .. ..._ OONFIGURATONSNOT SHOWN
EXTRAPOLATED FROM Agjlan IYaW
I
A r r I I 2)IF THE LOADING TYPE CAhMT
OF DETERMINED.USE
PW PW RECiTANGUtARLGADING. 4.`�4t'`�•:'�,1C&NSF'•'•�91
PW /
.. .. ..f I - / 3)SFJ=PROOUCT5APPROVAL FOR ,. No 581D5 t
._ _- __.._...._ I ACTUAL ANCHOR LOCATIONS. ,
LOADING OF VER7ICN-MULLION LOADING OF VERTiCALMUUJON
PANEL OF HINGED OOOR6NOFCAf'TUREOORANCHORED N9M INTERSECTING NOR¢OMAL l81WON6 j L� �•,✓•� N ��6,'Ui;
LOADING OF VERTICAL IOADtNG OF HORIZAMAL aCvNry'(Il,R,A.E.
MUUJOH MULLION FL P.E.Y 5870.5
r`