WS-16-459 wa 60 -
• ••• • L)AKNE,
LLC .: ;�;� �� 9
• • • • • • • • • ••• i i,� �7+.i r,�-aye- L� L"$' ��� ''�j �'x
• ••• ••• •• ••• O.O�� �� V J�
UI±JI_CT TO COMPLIANCE WIT I ALL FLDLI IAL
•• • • • •• Ew
••• •• t Ar �1�PJC ' .�1(C'Atdl)CON1'I 11 ; 1
� t '1S a` --40
660
000 000 :00 000 fA;A(0 ress CrAsa so-woo
B 1 �► ZQ16 b ® � S(OV .y,39'
THIS MOST BE ON
P� man cp-dia
,3 '
,
own AT TIME Ut
go vftk 4021-64 ., rl Eli a , „
,
IV
( ckCAT
nr I
36. ®�(x(payl 340Oiw 3m
✓ ?3yx)(5ow
771l6 cs..
�D ®ATE'�•�
APPROVE®
3ovax 3g 1 Oita.X :3g
NpP, 1 a--I'a IS.Oct, NOS
. • •e• . . e
. .. • .•
. . .• .. .
• • .
" � 000 0: 000 V: •
• ..
• • • • • • • • . ••
• • • • • • • •
•• • • • •e ••• •• ��
• .
e • • • • • •• •
i• • • • • • ••• ••
V
• • ••• • • • •••
CATEGORY
✓ 1 (Xjt, • • • • • • • • • • 1600 S.Federal Hwy Ste 207,Pompano Beach,FL 33062
5
i i i i i i i i (954)7846991 Tel/(954)781-5708 Fox
Engineering Services,Inc. • • ••• • • • • ••• amanda@c5es.com/CA#25854
Properly: 1032 NE 98 Holding LLC 2010 FBC/ASCE 7-10 Contractor Coastline windows&Doors
1032 NE 98 St WIND PRESSURES FOR COMPONE10TS41N0 gLADIAG ••• •: •• Prepared By AS
• • • • • • • ••
Mia ni Shores.FL • • •• • • •• • • •
Opening Product Opening Location Opening (sparing aGtien'M= �YequGed Pressure Product Design Pressure
ID Approval Description Zone Elevation Width Height (per ASCE 7-10) (per NOA)
WINDOWS/DOORS • ••• 'j• :00
ert • Negtatve W PoslNve W N
egadve Cao
I FL 4334 Door 4 9 • • •8 • • 46. -50.5 70.0 -70.0 OK
2a 15-0519.13 Casement Window(I of 3) 4 9 `30 ' ' x' 6212 "' "8 -51.9 70.0 -84.3 OK
2b 15-0519.15 Casement Window(2 of 3) 4 9 51 x 62 1/2 46.1 -50.2 89.1 -89.1 OK
2c 15-0519.13 Casement Window(3 of 3) 4 9 1 30 x 621/2 47.8 -51.9 70.0 -84.3 OK
3 15-0519.13 Casement Window 4 9 36 1/2 x 501/2 47.8 -51.9 70.0 -89.2 OK
4 15-0519.13 Casement Window 5 9 73 1/2 x 501/4 45.6 -59.1 70.0 -89.2 OK
5 15-0519.13 Casement Window 5 9 36 1/2 x 501/4 47.8 -63.6 70.0 -89.2 OK
6 15-0519.13 Casement Window 4 9 36 3/4 x 38 48.6 -52.7 70.0 -90.0 OK
7 15-0519.13 Casement Window 4 9 73 3/4 x 501/2 45.6 -49.7 70.0 -89.2 OK
8 15-0519.13 Casement Window 4 9 36 1/2 x 38 48.6 -52.7 70.0 -90.0 OK
9 15-0519.13 Casement Window 4 9 36 1/2 x 38 48.6 -52.7 70.0 -90.0 OK
10 15-0519.13 Casement Window 5 9 73 x 37 46.6 -61.1 70.0 -90.0 OK
11 15-0519.13 Casement Window 5 9 36 3/4 x 50 47.8 -63.5 70.0 -89.2 OK
12 15-0519.13 Casement Window 4 9 36 3/4 x 50 47.8 -52.0 70.0 -892 OK
13 15-1013.15 Sliding Glass Door 4 9 71 1/2 x 96 43.7 -47.8 46.7 -60.0 OK
14 15-1013.15 Sliding Glass Door 4 9 168 x 96 41.0 -45.1 46.7 -60.0 OK
16 15-0519.13 Casement Window 4 9 18 I!2 x 38 48.6 -52.7 70.0 -90.0 OK
17 15-0519.13 Casement Window 5 9 36 1/2 x 501/4 47.8 -63.6 70.0 -892 OK
18 15-0519.13 Casement Window 5 9 36 1/2 x 501/4 47.8 -63.6 70.0 -89.2 OK
19 15-0519.13 Casement Window 4 9 36 I/2 x 501/4 47.8 -52.0 70.0 -892 OK
20 15-0519.13 Casement Window 4 9 36 1/2 x 501/4 47.8 -52.0 70.0 -89.2 OK
21 15-0519.13 Casement Window 5 9 36 1/2 x 505/8 47.8 -63.5 70.0 -89.2 OK
15-0519.13 Casement Window 5 9 73 3/4 x 501/4 45.6 -59.1 70.0 -89.2 OK
Z24
15-0519.13 W 2 x -65.1 X0.0W.,
15-0519.13 Casane 'Window 5 18 72 3/4 x 365/8 46.7 -61.2 70 Q15-0519.13 Casement Window 5 18 74 x 50 45.6 59.1• '70.0
Y URitnate Wtrtd Speed Nus) (mpdj 175 T ""�p have been prepared in accordance with 2010 Florida Building Code.Tire allowable praes
„a w pressure calculated in accordance with cbspters 26 and E
provided bare(W,,O aro given as 0.6KV whet W is the wind
Exposure Category D 30 of ASCE 7-10 using the ultimate design wind speed(V,)and the parameters given herein.W„r as provided here is an FL M 30049
J Internal Pressure Co~(GcpO 0.18 appropriate load for use when:
�EDirectionality Factor(Kd) 0.85 1)Evaluates tasted p-leets for components and daddmg
2)Designing mull-M&amiog,and otber aupponing structures usiug Allowable Stress Design Dlgitall signed by
Mean Roof Heighltry) 15 ) I�+fYinB f sdredules using Allowable Strew Design
The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied No further reduction in allowabl LkiFf�iF Mellinger,
Width of Edge SMP(R) 6 stress shall be laker(other than load duration per Chapter 23 FBC) W.1 1 9
6i3 Date:2016.01.21
08:1257-05'00'
e
MIAMI•DADE MIAMI DADE COUNTY
r4noPRODUCT 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
TANCE UA www.miamtdadtgov/eeono=
PGT Industries,Inc.
ec no ogy 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 f ' a licable building code.
This product is approved as described herein, and has been designed to comp y lorida Building
Code ' nri�elocity Hurricane Zone.-
ESCRIPTION:Series"SGD-770"Aluminum Sliding Glass Door w/90°&13S°corners-I..M.I.
' No.PGT0130 titled"Series 770 Alum. SGD-LM Itn�ao�'S sheets
1 through 22 of 22, dated 10/10/14,with revision dated 10/08/15, prepar �►man ac rg�i an •
sealed by 1;11111111,1101 ring un ControlAgvision sWg.*ith t[A..;.
Acceptance number and expiration date by the Miami-Da I Section.
0000..
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ." ;0 0 0;0 •
0000
• . ogo, &Y, state.%.'
model/series, and following statement: "Miami-Dade County Product Control Applaved",unla.4s.elherwis%....
noted herein. •••••• •
RENEWAL of this NOA shall be considered after a renewal application has been file$and ta 4bas been
no change in the applicable building code negatively affecting the perfonnance oft o;toduct".0.0 :.660:
TERMINATION of this NOA will occur after the expiration date or if there has been a revision o;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#14-0128.11 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.
whit t: NOA No.15-1013.
t Expi tiou Date: February I7,2020
1012011§ AAP 15
Page 1
r r
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by
manufacturer,signed and sealed by 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 an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554,
dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,Tf W-94
2)Uniform Static Air Pressure Test,Loading:�er-PBC,TABS 202-94
3)Water Resistance Test,per FBC,TAS 202-A4..: •••• ••••;•
4)Large Missile Impact Test per FBC,TAS 201x4
S Cyclic Wind Pressure Loading per FBC,Tffl 2 -94 • �••••
......
6)Forced Entry Test,per FBC 2411.3.2.1,and•TM 202-94 ••:••.
... .. . . .....
along with marked-up drawings and installation diagram of a>jainum itiing g1ajj••••
door,prepared by Fenestration Testing Laboratory,Inc.,TestRupasts No.:
FTL-5980-R, FTL-6001-R and•FTL-6015-R, which have been revised#Powissued••:-
on 12/29/09,all signed and sealed by Julio Gonzales,P.E. : .•. :....:
(Submitted tinder NOA No. 09-0826.10) •• •••• •
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
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
Manuel er P.E.
Product Contro x miner
NOA No.15-1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-1
f
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(cowmED)
3. (coNmuxp)
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-60281 FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer),
per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-501
Edition(2014),dated 01/30/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE "" ""••
1. Miami-Dade Department of Regulatory and Economic Resouwe,%WR).;••.,• •,;•
E. MATERIAL CERTIFICATIONS ••••• ;••�;• •
I. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amef Via?Inc.for their .
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring"I jX11/14_::•• •• •
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameriek-Inc.for their .'
"SentryGlasO(Clear and White)Glass Interlayers"dated WA5,enp�ft on •••• •
07/04/18. •
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51b Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° 135°corners%N-
ed
on 02/12/15 and expiring on 02/17/20.
P.E.
Prodiner
3.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A' Fmm MlnEdp MUL
INCLUDING POCKETS&90°/135°CORNERS sly Eml>a°`"ark
GENERAL NOTES 1 u0.•L9oo LAkaoon TM ceo) Janco 2•Ur 1114"
1)GLAZING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&6. GmWed t20U C.�rwL 2 ko 2 yr 1
2)DESIGN PRESSURES 4105.8.
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ep � '�old 1' •
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Soott m 1 / 1
3)ANCHORAGE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS v4•moo umam CUM*O°•� HOSM r 1.w
PRODUCT. MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT CA81 r 1•u4•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA Mt 184 or410 P.T.Bot ufu Pbto Hea rJam1tate'
BUILDIN 8.8.8!!8. AhnSBKA3$'3T4` HssHeaJmab 3w 9/8• 0.083'
ARE NOT REQUIRED PER FITC REQUIREMENTS,AS APPLI 3 OOL 11 Wnde101) 'ASB
Md saa AM Or. HWAWJaMb 3f6• (LoGet•
SPLICES,TM
FRAME AND PANEL CORNERS TO BE SEALED WITH Cma,ab Oft 3.275 Hamel dab ldlr late'
NARROW JOINT SEALANT. yr fto I"S.& Jam,Orly r 1 ur
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggm-Gator• G u YMM C-00•mbL a kel qmuQ Jafto* r
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL I .P.T.=uuwm Ptm V 1.3W
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Boumm Ptoa F Imab 0117 1418°
CURRENT FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 2.Steel SMS G5, mmaemk mea Ta• H mmoo 0.087
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (OL 11 ) 8tee1.AW 3f7 a
FLORIDA BUILDING CODE,AS APPLICABLE. SW SWCL AB89 Or.WF Atomb OA45r
TEST REPORTS:FTL4mw,FTL-5993,FTL•6001,FTL-8014,Fn-6015,FTL-W17,FTL-8022,FTL-W23, 'MIN.OF 3 THREADS BEYOND THE METAL.SUBSTRATE METAL SUBSTRATE TO MEET MIN.
FTL-8024,FTL-8025.FTL-9028.FTL-8031,FTL-0033.FTL-8038 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
•'P-HOOK INSTALLATION REQUIRES 2.693•MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P HOOK REQUIREMENTS.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE(UIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP
WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-11r THXX PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112*THICK OR GREATER.IX AND 2X BUCKS SHE
(WHEN USED)S14ALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES...........1
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFKGS------2-3
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE....................8-14
5)1F SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.....-8.8
MAX.114°THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS —..-.12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
PANEL/SILLTYPES.........17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS.........-18,19
ohm PARTS LIST.......................20
TIAW Deaaip5an(LMtad irtorior) EXTRUSIONS ................21,22
717 Ls*abt Lfts o13H8•HS Gilnsa VIII AV PVB P4PPmvtd as
04 7tWL=MWAM(4Utesol3fiGIMSGImWh.OWSSk4edger I DESIGN PREWJRE RATM I IMPACT RATBGG Osa
GIA 91W Lambmtad:(2)Lbe o11f4"HB Ohm a90t AV BG WAkyor SEE TAMMI.2&30N RATED FOR LARGE 3 SMALL. al®As
SHEETS e.7 4 8 AAMBIL.E LMPACT RESWANCE I
Gib 1"lmabl�d LQ 3/18•TE7dedar ♦9f8•Mr +7H7 Lmoimtod: LNes o13fW H S Gime WM Ar PVB i iefter 51
GSA r LwMa"LG.:u4•T L31taft 4 5118'Air Spew+7/18°
Ge r La*a%d LM:3Rr TExteft Cap+318•A7 Spm+VW LembaWM Otos o13HM LLS Gleet W b AW 86 ANNEALED
GOA 1'LamAxltodLQ:tat TEclRior +5118•Ab8 +7H7lmadmtod: =HEAT8TRENCGTHENED � .......tO
G7 7H4•Lambmted Utw o13fW ANN Glees wft ABY 60 •• ••• •• °H8° V10EN�'•.Fgf �
GSA 9H4•Loaded M 19m d ANN Mm vA.09r 89 jr4after 'r a T x
08 11 Lmntmmd LGL.:311V TExleft +317 AH +71181 Lsa>MU4 Utes o1311V ANN ekes xSh.*w 8G "PVB'-.0W BUTAC BY KURAPAY AMERICA,INC. N0.58705
GBH 1•Lmabretad LW IW TEzWw +BHB°Alr Spore+7H6•LmnbiatA(2)tAm at3lW A NG tllms I OBY 8tA 'W-.09T SENTRYGLAnY KURARAY AMERICA,INC.
8C 1S OMRSS A TL�9H�IA1/31AB AC70m, • • • •• • • • • � �Q� S A SOF' ��((��
/1t4P! � w NOTES AND MAP
R.waw • •• aav�5lxlrLsws • set ;'G`F•'••.;2olzoP.•'�Oa�
�al�ee•+e50 • ' SERIES 7M ALUM.SGD-LM IMPACT �'•,:��SjpN' ��`;�•�`
GAJ_
7
iGV7CVf4
casLX.OParnr mmea SGLD•774 MTS 9 +?2 PGTv A PJaOee7�
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
i
EXAMPLE CONFIGURATIONS CONFIGURATIONS PIOTE3:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'JW"."J0".*KW OR'W INSTALLATION.
EXAMPLE:4-PANEL X)OC(IN POCKET(p)CONFWMTION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH 0000(p.pXXXX OR)OMP OXXX IN POCKET CONFIGURATION
PER TABLES 13 PERTABLE313 CAN BE Opp.
-'`r---
2)W&135*CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX UNIT' ! MAX UNIT / / I 3)FOR NOM.PANEL WIDTH,SEE TABLES 13.
HEIGHT i HEIGHT / +
PER TABLES 1 3 PER TABLES 13 / / _
I Xr INOPERABLE PANEL,
POCKETPOCKET = �! V POCKET DETAIL LETTER
1-PANEL r�r - 2-PANEL -- ®r W a WooD oR METAL TION
CON
CONFIGURATIONS tgCOgNFIGURATIONS ® {i
SHEET NUMBER
MAX UNIT WIDTH WIDTH DLO WIDTH-NOM.PANEL WIDTH-r
NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT-DOOR UNIT HEIGHT-10.126"
PER TABLES 1.3 PER TABLES 13 PANEL HEIGHT-DOOR UNIT DIGHT-1.SW
MIAIV I j 2(
MAX UNIT
MAX UNIHT
T HEIGHT i
PER TABLES 13 POCKET I rABtERs 13 � / / POCKET i
I� IILLZL�-j1
t
i
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
MAX.UNIT WIDTH UNITYVIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 13 PER TABLES 1-3
naw, a c
UNIT
MAXHEIUNIT / GSEE
PER TABLES 1-3 / / / • • • • • • • TABLES 13 / / SHEET. .
• III• • • • • • L-
5-PANEL
CONFIGURATIONSCORNER, N0.58705 '
(OUTSIDE CORNER SHOWN. ;�,(•
• ••• •• ••• 000 • INSIDE CORNER SIMILAR) l• ot,o I �U
1 1x018 A f 8hwMET • • • •• • • �`�'�" �c,�•.• ITAEOF �;
"mw 9AN EXAMPLE CbMIGURAIMS
repo SERIES 770 ALUM.SGD-LM IMPACT
tO+ow CARr OFAtA)M 80IM A+13 2 -22 P(�1T0930 ,�A a LN PE
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTE
355.7118' 98'HEIGHT 1)All CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATION AT EITHER R BOTH JAMS
300-1!4`®120'HEIGHT LOCATION USING DETAILJw`.W.*K%P OR W INSTALLATION.
NOM.PANEL WIDTH EXAMPLE 4-PANEL)O0%IN POCKET(p)CONFIGURATION CAN 8E
PER TABLES p p=(X OR X)OO(p.O)=IN POCKET CONFIGURATION
E
CMN BE OXXXP.
i
JIM
2)9('&136°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT � � � OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT,
98"R 120 i s 3)FOR NOM.PANEL.WIDTH,SEE TABLES 1.3.
/ / / / / j d 'X'=OPERABLE PANEL.
fPocar Z '0"-INOPERABLE PANEL.
POCKET
6-PANEL CONFIGURATIONS
DETAIL LEITER
6g§—W=WOOD OR METAL INSTALLATION
MAX UNITWIDTH ® le=CONCRETE INSTALLATION
NOM.PANEL WIDTH SHEET NUMBER
PERTABL.ES 1.3
I DLO WIDTH=NOM.PANEL WIDTH-T'
DLO HEIGHT=DOOR UNIT HEIGHT-10.125°
zm
F Im
UNIT
HEIGHT=DOOR UNIT HEIGHT-lAr
MAX. � i
HEIGHT / I
PER TABLES 1.4 /1 h h r'0lt¢r ;
7-PANEL CONFIGURATIONS
CONFIGURATIONS
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1.3
\jjAJ_V NoappeAm
aad ammplalij
i ww
MAX.UNIT
i
HEIGHT
PER TABLES I3 / / / ••/" ��•i i•✓ i •/ / aocxcET j �`•� `, M/4
EN
8-PANEL CONFIGURATIONS lir - J = '�� No.50705 '�r
0 00 Sao 000 0
so a NO CHAN=7M SHEEr • •• K ra EXAMPLE CONFIGURATIONS
»+� SERIES 770 ALUM.SGD-LM IMPACT
T�5',,,M
a p Mw.E�,P.e.Ow.OPavrxNTS S a21 PGT0190 A PEA 88706
• • • •
• • • • • •
• •• •• • • • •• ••
t•• 0 • 0 ••• 0 •
GLAZING DETAILS(G3,G3A,G4,G4A, G5&G5A)
7118'NOM. 7118"NOM,. 1'NOM,
3118'HS CLAW 3118•HS GLASS SW HS GLASS
090'_
090 PVB 09W 30 3118'HS
GLASS-
311(r HS GLASS 74 3118"HS GLASS 74 3W AIR SPACE r31W4NOM
82 82 3118'T GLASS
83
RX7EW� 314"NOM. 1' 314'NOM.
16
GLASS GLASS aBITE a SITE
Bo 3o a
79
84 54 Lf
7116"LAMINATED GLASS,TYPE 3 6"LAMINATED GLASS TYPE G4 V LAMINATED I.G.GLASS,TYPE G5
9118'NOM. 9118°NOM. 1"NOM.
114'HS GLASS 114'118 GLASS 318"19 O
LASS-
.090•_
•090"PYB 090'SG 3118'HS G
114"HS GLASS 74 114'�GLASS 74 81'18"AIR SPACE—,\ 74
114'T GLASS
82 82
83
314"NOM. 314'NOM.
a
GLASS °� 314'NOM
.
SITE a GLASS
imm BSE
e, 81 GI To
54 54 S5
oaa
N mo
9/16"LAMINATED GLASS,TYPE G3A "'JWlU IED•GL/ %nn G4A 1"LAMINATED I.G.GLASS,TYPE G5A
GLAZING NOTES: • • • • • y • • • �.`aC't`,: pFN3�e'••.F.p
ANN'-ANNEALED •• ••• •• • • • ••
'HS"-HEAT STRENGTHENED
'T°-TEMPERED No.50705
'PVB'..ow BUTACITEPAY KURARAY AMERICA,INC. • . ••• •• ••• ••• •
"SG"-.OW SENTRYGLKURARAY AMERICA,INC. • • • o.aa" ib�,.0 y7gZo 'W
so ewers a aN
79OW aYHaAlAMJ WWWWa • ; • '• • • � • _GLAZINGDETAILS�w am :
wwwA • •• • ' SERIES 770 ALUM.SGD-LM IMPACT ��''c`S
A LYNN P.E.
.rrs t0/fOH4
O10 carr tx:aunt#am sono NT3 4 �22 oav PQ70130 A PEs88700
• • • • • • • • • •
• •• •• • • • •• ••
••• • • 0 ••• • •
GLAZING DETAILS(G6,G6A, G7,G7A,G8&G8A)
1"NOM. 7118"NOM. 1'NOM.
3/18"HS GLASS 3118"ANN GLASS 3118'ANN GLASS
.096"SG 090'
3118"HS .080'SQ 3/18'ANN G
3B'AIR SPACE r314N
3118"ANN GLASS 74 318"AIR SPACE-
PACE 74
3118'T GLASS 82 3118'T GLASS
8S �
3f4"NOM
314'NOMGLASS se 917E BITEEXTMOR .
>a
n� 65 84
c7l)(
1-LAMINATED I.G.GLASS,TYPE G6 7/16°LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM 8KW NOM 1"NOM
3118°NS GLASS 3118"ANN GLASS-
.090"SG-_ 114"ANN GLASS .
3118`HS G 086 SCi 3118"ANN G.__
8118"AIR SPACE r(_SVW�NOM.
114` NEIN GLASS 74 6RW AIR SPACE 74
1W T GLASS 114°T GLASS
rG
83 83
eEXT RbR G�� 314"NOM.
58 BITE 50 GLASS
SITE
F�3 54
a s,
a
as
e�
1"LAMINATED I.G.GLASS,TYPE G6A 9/96-LAMINATED QLM TYPg G7A 1"LAMINATED I.G.GLASS,TYPE G8A �
GLAZNGNOTES •• •i e•i i i i•i •• �` ONS�••••. ��i
ANN'=ANNEALED • • • • • • • • • `�� ��. cawsfi''., p���
"HS"-HEAT STRENGTHENED •• ••• •• • • • ••
T-TEMPERED = fr No.58705
Tw-.090'BUTACITE Pyhy KURARAY AMERICA,INC.
"SG"-.090"SENTRYGLASBY KURARAYAMERICA,INC. ••• • • ••• *00 ••• • -13 i�l` :'
o '.iLO
R. • • • • %o. STA OF VJ:
w ,6o,6 A 7EDWl�tlA,�tMAllgMOV •• • • %T '
amamp •• •• a A • • GLAZING DETAILSFLOR1o �aG.
lomwSERIES 770 ALUM,SGD-LM IMPACT �,.;ONA1 •"'
(9n14eoaeoo au am !I y�t�
�oMOM �` t�T.p'AMH.i�4AB 8t�770 NTS S -22 •.Pl�1T0130 „�A a�YNrii�R,P�
P.EA88706
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approvedHeghtto max.(+)DP
configurations on Sheets 2&3) f�ctmuln DP for all*bees:+801.80 htltreaon Raw
For oomer~arroWrW on W or 135°comer unft,see street 11 (May be limited by Table 1A) H
ew (+)Design
Table sales to G Door UNt or (Flat 17) prossum Pat
Typee%3A,6,5A,71 7A,8
&11A and the Stt!AstrelaI"a shown Law•&UZ +A8.87
Ore' 1 1 2 3 4 1 2 4 1 2 4 1 2 3 4
17' HOWS111 CA4+1 C4+1 C4PF c4+1 Owl + + + + + + -4° +BQO
24 OLD Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3
P•hook 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+ 7+8 7+8 +8 7+8 +8 7+B 7+8 7+8
CQ+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAt1 04+1 04+1 04+1 C4+1
2r HOM3tP Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
DLD Pb k 6+7 8+7 6+7 +8 7 7+8 -77-' 7+8 7+8 7+8 7+8 7 7+8 7+8 7+8
H0"111 +1 04+1 04+1 C4+1 1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 04+1 1 04+1 CA+1 04+1
36' 0 Jamb 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8
P-tmok 8+7 6+7 7 7+8 +8 7+8 7 7+8 7+8 7+8 7+8 7 +8 7+8 7+8
36° HeadlSm CA+1 04+1 04+1 C4+1 -N+-i- C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 +1 04+1 C4+1 OH LENGTH �+--
O Jmnb a 8 8 8 8 8 8 8 8 8 8 8 a 5 8 8 0
8+7 8+7 7 8+7 7+8 7+8 7+8 7+8 7+t1 +8 7+8 +8 7+8 +8 7+8 74:F
Headlam C4+2 C4+2 C++2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 G4* C4+2 C4+2 XI OH RATIO t 1
48. 04810 Jamb 8 8 8 8 8 8 8 8 8 8 8 p 8811
8+7 0+7-18+7 8+7' 7+9 7+8 7+8 7+8 7+8 +8 7+8 7+8 7+8 +8 7+8 +8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
NOTES: OH RATIO-OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114 SILL. OH MIGHT
2)WHEN USING THE 2-112°SILL,POSITIVE WATER DP IS 48.87 PSF MAX.WHEN USING THE 3-14•SILL,POSITIVE WATER DP IS
80.0 PSF MAX.WHEN USING THE 4.801,POSITIVE WATER DP IS 80.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH-
TABLE 1A. NOM.PANEL WIDTH-r
3)4°,3-114°AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-IW SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT-
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.126°
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.888°
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lacksdle @ Jamb Straight Astragal LodaUle Q 90°
Assembly Straight Astragal Assembly 90'Astragal 1 Assembly 135°Astragal +tgewM n a4ak�+
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stlie Heavy-duty Stile F1ort�
sett
Standard Astragal Outside Comer __outside Inside, NAAa
.�� Come
o • • • • • • LYNN i
•• i i•i i i i Ice Croner' Outside `.`�`1���Nj'�N8i4 '
Cmkrer
Part 060(Swe) Pad 061(Stile) Part 9119(Out) Pad#61(s �r r h
Part 060(x2) Part 060 Part060 Part 060 Part 0118(Comer Pads 031&032 Part 061 No.50705
Part667(assegai} Rekreh-) Pad aizo(�) (corn.&Fxd Mount)I -
so eve am* •
so tura A NOGN40011171098mv • • • •• • • • • PI>� %�c?;•, ST TF-0
ANDANCHORA
• •• at •w �,��' .!tanto?. 'G���
maw mu-Ismw
[a:>ae amo • • SERIES 770 ALUM SQD-LM NPACT
efts wmeatsort es a,° A LY+aV�tk11,4err,P.E.
AV 10/fOH4 0M..CFAtrn6MW 6604M N7S B •22 PGM.V A PJ'J89705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 2:
Design Pleasure(DP)and Anchor Quantities Required,(tor a9 approved configurations on Sheets 2&3) Maximum Die for aI shm:+601.00
For comer astragal anchoregs wf 90'or 138-comer ores,M shed II Pft be MW by Table 2M
Table o9as N Mass Types lbs
4,4A,8,BA,7,7A,8&8A �� 1
w ior 1w Or
and Sic Bea/AstregN spas
shwa beW. a" AnOwOmp Quell A SNOW
1 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 4 1 2 3 4 1 2 3 4 2 3 4
24• Ir jmnb l 8 8 8 8 8 8 8 8 a a 8 8 8 10 0 10 10 19 10 /0 /0 10 10 10 1 10 10 1
P4otxdt 807 8.7 7 8+7 7+8 7+6 T+8 T+8 7+8 T+8 7+8 7+8 7+8 7+ +8 7+a 8+8 8+8 8+98+8 06, 8+10 gN0 8+10 9•1 gH0 8+10 8+10
t9oed/888 CN1 C4+1'W1 Gf+1 C4+1 1 C4N C4+ C4+9 CS•1 1 04N C4+1 C4+1 C4+1 C4+1 Ct+t 03N G4+1 C4+1 C4N C7+1 WWI 04 01+1 04+1 CMt C4+1 03+1 C3+1 C4.1
30' MO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 t0 10 10 10 10 10 10 10 / 10 10 10
PMralt 8+7 8+7 8+7 657 7+8 T N8 7+8 +8 7+8 7•8 7•8 7+6 7.8 7+8 NS 8+8 8+9 8+g 8+g 8+8 8+g 8+10 •NO 1 8+10 8+10 8+10 0+10 8+10
CS+1F014+2
+1 04+1 04+ 04+1 C4+1 C3+1 C3+1 C4+1 04+1 04+1 G+1 04+1 C3+1 C1+1 C4+1 C4+1 1 CA+1 GN CA+1 C3+1 C4+1 001 01+1 C4*1 CA+1 C4+1 1 01+1 03+1
38' 1x.0 8 8 8 a 8 8 8 8 a 8 8 8 8 8 10 t0 10 10 10 10 10 10 t0 10 1 1 10 10
hoofs 8+ 8+ 7 7+8 7+8 7+8 7+8 T+8 +8 7+8 7.8. 7+817+8 7+8 7+8 8+8 8.9 8+8 8+8 B+g g 8*9 9+10 9• w 0+ 9+10 't 9+10
HaaA= C4+1 04+1 04+1 CMt 04+1 04+1 C4+1 04+1 01+1 C4+1 C4+ 04+1 C4+1 04+1 CA+1 04+1 CA+1 CAN Gf+1 C4+1 CA+/ t�t+t t 04+1 04.1 f8+/ C8+1 CMt 01+1 C8+1 15+1
4r Jamb 8 8 8 8 8 8 8 8 e e 8 8 8 10 to 10 10 10 10 tO 10 10 10 t0 10 0 10 0
t000k 8.7 6+7 +B T+8 7 T+B 7+8 7+8 +8 7+8 7+8 +8 7+8 7+8 8+9 8+g 8+8 8+g 8+9 8+9 B+g 8+g 9+10 9+10 8+t0 8+10 9+0 9+W 8+10 Or10
ileRQI81H C4+2 C4+2 W2 CM2 C4+x 04+2 G+2 2 CA+2 04+2 C1+2 01+x G1+2 2 04+2 04+2 04+2 c3+x 04+2 C4+2 08+2 oe+ C1+2 CB+x C&•2-C8+2 Z 425+2 C8+2 CS+248' J•ab 8 8 8 8 8 8 8 B 8 8 8 8 8 10 10 10 1 W 10 /0 10 10 10 10 10 10 10 10
OLO P1moY 8+7 s+7 8+7 8+7 7+8 N8 7+8 7+8 7+8 7+8 7+8 7.8 N{ 7+8 8+9 8+8 8+8 8+9 8+9 8HI 8+g 8+10 0+50 8+10 9+16 9+10 8+10 9+10 0
Headt80 C4+2 04+2 CA+2 C4+2 CA+2 GI+2 CA+a 2 G+2 CA+2 04+2 ON2 6;2-03+2 04+2 tk3+
84' Jamb 8 8 8 0-1 a 8 8 8 8 8 8 1 8 8 8 8 8
Moir 8+T 8+7 7 8+7 i 7+8 7 7+8 1 7+8 +8 1 7+8 1 7+6 7+8 7+8 T+8 7+6
HmwadMw C4+2 CA+a 2 G+2 C4+a(:4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+ 2 C8+2 Not aVa((aMe bl these 812e8
87 rJambfoo871457
8 8 8 8 8 8 8 8 8 8 8 8
P4k 8+ 8+ 8+7 8+7 +8 7+f{ 7+8 1 7+87+8 1 7+8 I 7+8 7+8 T+8 7+8
NOTES: 0= EXAMPLE ON SHEET 9 DLO WIDTH=
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 344 SILL. "��-
2)WHEN USING THE 2-1R°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 34W SHI. TABLE 2A, NOM.PANEL WIDTH-7'
POSITIVE WATER DP IS 00.0 PSF MAX WHEN USING THE 4$ILL,POSITIVE WATER DP IS 80.0 PSF MAX Sip Height to Max.(+)DP DLO HEIGHT
(NEGATIVE PRES.UNCHANGED}SEE TABLE 2A. (yy� �) OH LENGTH "'— DOOR UNIT HEIGHT-10.126'
SII lever Hecht
3)4',3-114'AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (*) S�2 4KI
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flet or Box.sse Pressure,psf 52� OH RATIO t 1 PANEL HEIGHT e
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM*THIS CONDITION IS Sheet 17) = g DOOR UNIT HEIGHT-1.r�"
NOT RATED FOR WATER INFILTRATION. Fkm -1-112' see nma 3 O
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. I'-2-112" __;_48 07
5)DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. Medum-3.114' ♦u�A
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE W-4" +80.0
INSTALLED. SEE NOTES 1 3 OH RATIO a OH LENGTH
OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED PORTABLE Z SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
interlock P-hook Lockstile @ Jamb Straight Astragal Lockstfle@ 90-Astragal Lockstile@ 135'Astragal Lodostile0 �Pf rempiyia8stkaM.
Straight Astragal A—My 90'Astregat Assembly 135•Asuagel
Heavy-dutyStllre Heavy-dutyStle HeavydutySttle Heav"uwSBie Heavy-dutyStile HeavytiOtyStile Heavy-dutyStIle Heavy-duty Stile Heavy-duty Stile Oro.
Standard Astragal Outside Comer Outside f e N9� y4adne4
4n. : Comer= 01--,...1 Dr.Inside
jjj��L
•• • ••i • • i•i Comer
• • • • • • • Inaidmomer Comer ;` �Z.p;� H •�Fp'��
Part 061(Stla) Part#61(Stile) Part 0116(Out.) Part981(Stle)
Part 1161(x2} Part 981 Pert 981 Part 981 Part 0118(Comer Parts 031&032 Part c61 }c: No.58705
Part 067(Astragal) Rec�ehrer) Part9120(In) (Com.&Fxd Mount) �)
Sao f*090 W CHANG11671 & T • • • ° 1
DPAAI
Q
• •• • nr �: •.FLOR40P.•CIm"ap `.
JR tmto/l4 SERIES 770ALUM.SQD- IMPACT ........
4ANTS _7 r 22 �
POTOf30 A
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Q uantitas Required,(tor all approved conflguradons on Shoots 2&3) Maximum DP shown below SM Height to Max.(+)DP
For comer astragal aehorege on 90'or 138'comer units.an sheat 11 Pay be RmQed by Table 3A) (Water bdilre-Rafing)
Telre aAPt to Sias Types 4,4A. 89• 80' Dom t 9s• 102° toe^ SM rN eW t+)De*n
6.6A.7,7A.8&8A and the 86e 4 Pressure.psf
Ast"al epos dmn below - - shit 17)
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush 71-)F- see mxde 3
+ Lav/-9r1/r +48.87
24• it Hea&8N8 C4+1 04+1 24+1 C4+'1 104+1104+111 C4+1 C4+1 Gk1 CA+1 C4+1 C4+1 04+1 CA+1 C4+1 C4+1:G4+1 C4+1 C4+1 C4+1 CM1 C4+1 04+1 04+1 HIM-,r +90.0
DLO Jalb 8 8 9 8 8 B 8 8 8 8 8 8 8 a 8 10 10 to 10 10 10 10 10 SEE NOTES 13
P410* 8+7 6+7 8+T 8+7 7+8 7+8 7+8 7+4► 7+8 7+8 T+8 748 78+6 7+8 7+8 7+8 8+9 8+8 g+8 8+8 8+8 8+9 8+8 8+8
pomp Pte88mae +1.920 44-2 6 f +1-78.0
W 231 HsaMM 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 24+1 C4+1 C4+1 C4+1 C4+1 24+1 C4+1 24+1 C4+1 CA+1 04+1 04+1104+1 04+1 04+1 C4+1 C4+1
OLO Jamb 8 8 8 8 8 8 8 8 8 8 11 8 8 8 8 8 10 10 10 10 10 10 10 10
P4xlolk 8+7 6+7 8+7 8+7 T+8 T+g 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+ti 8+8 8+8 8+8 8+8 8+8 8+9 8+8 8+8
Design Presawe +/-0.0 psf N-2 6 psf +h7&0 psi
2r HeWSM 24+1 C4+1 C4+2 0442 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C8+2 C8+2 04+1 C4+1 C8+2 C8+2 04+1 C4+1 CS►1 t-+1 CA41 C4+1 C6+1 �+1
DLO Jamb 8 B 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10
P4esk 8+7 8+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 8+8 1 8+8 1 8+9 8+8 1 94918+91 8+8 8+81 8+8 1 8+8 1 8+9
Dedp Preasrea +A920 +14115 per +4.7&0 psi OH LENGTH
�, 38• 79WSN 24+2 24+2 24+2 04+a 04+2 24+2 C,6+2 08+2 C6+2 CS+2 C8+2 C6+2 C5+2 C6+2 C6+2 C8+2 C6+2 C6� C5+2 C6+2 06+2 C8+2 28+2 C5+2
DLO Jamb 8 8 8 8 8 8 8 8 8 8 10 a 8 a 10 8 10 10 10 10 10 10 10 10 SZ
P-lmooh 8+7 7+8 7+8 7+8 T+8 7+8 7+8 T48 7+8 8+8 8+8 8+8 8+8 g+9 8+8 8+8 8+8 8+8 8t8 8+8 8+8 8+8 8+8 8+8 � OI OH RATIO 21
Design Pmwae +4mopsr See Made A baft +1-2.8 pof +1678.0 g,
�, 41• HeaM 04+2104+2 C8+2 05+2 C4+2 C$+2 C8+2 C5+2 C6+2 C5+2 C8+2 2 C8+2 206+2 C6+2 06+2 M2 C&2 08+2 C5+2 06+2 C8+2 C8+2 p
DLO Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 /0 8 10 10 10 10 10 10 10 10
P hodk 16+717+817+817+8 7+8 8+8 8+g 8+8 8+g 8+9 8+8 8+9 8+919+1019410 8+10 8+8 8+10 8+10 9+10 8+8 8+10 8+10 8+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:0-90.0 PSF FOR GLASS TYPES 4,4A,8,8A,7A,8&8A;+/.87.1 FOR GLASS TYPE 7
NOTES OH LENGTH
=
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4•SILL. OH HEIGHT
2)WHEN USING THE 2-112°SLI,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3.1/4•SOA.,POSITIVE WATER DLO WIDTH= OH RATIO
DP IS 50.0 PSF MAX.WHEN USING THE 4•SILL,POSITIVE WATER DP IS 90.0 P8F MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7'
UNCHANGED}SEE TABLE 3A. DLO HEIGHT=
3),r,3.1W AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11-11r SILL IS NOT AND DOOR UNIT HEIGHT-10.126'
MUST ONLY BE USED WHERE WATER RESISTANCE IN NOT REQUIRED.MAX POSITIVE DESIGN PRESSURES SHOWN N
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAtA THIS CONDITION 1S NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.86r
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook l.oeksnle 0 Jamb Stralght Astragal Lodatile @ 90-Astragal Lodmdle @ 135°Astragal Lodwile 0
Assembly Straight Astragal Assembly 9(°A$Wpl Ashy 135-Astragal 4PPMr1ofillam �
mpvW
Heavy-duty St les Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile mbQt
I AteAe
Heavy-duty Astragal Outside tamer Outside Carnal
44w .•
• • • •
••• • • • • • • • Irotd�tarrer Comer Comer
e `.` uGEtaSF' :6p
Part#61(Stile) Part#61(Stile) Parc#119(Out.) Part#61(SUIe) =fr:' Na.56703
Part#61(x2) Part 861 Parc 961 Part#68 lAstre689 Parc#61 ftd#I Cwner Parc#120(In.) (Com&Fxd #M 32 Part#61 _ ^
so teasers a d#uttc ansas4�er • •• • DDPANDAWWRAGE %�°F�;:Fto �P.•Ca�,�,
li�
• • SERIES77OALLIK.SOD-LM IMPACT
( 3 mMA Mblf alowe DOW arc aaaro•a a,e
a Lvn9m(da�teR,PE
JR t�f0/f4 CPR7:0FAfrrILl28rBd 89GJ'Jd NT3 8 a?2 P3T0f� A P.ssserrs
• • • • • • • • • -
• •• •• • • • •• ••
••• •
0 0 ••• 0 0
NO FRAME ,"7+S'P-HOOK ANCHORAGE CONSISTS OF: SEE CB"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS. SEE C6"CLUSTER MAX UNIT WIDTH DETAILS,SHEET 10
SPLICE '.. REQUIRED® (PERPENDICULAR TO GLASS SEE CS'CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2 SHEET 7 DETAILS,SHEET 10 FOR REQUIRES CS" SHEET 10 FOR INTERLOCK
THIS POCKETS AM INTERLOCK �" CLUSTER SEE 24"MAX.O.C.
SHEET ';', SEE POCKET (8)P-HOOK �------- — x x PANEL WIDTH NOft DETAILS.SHEET 11 x x x x xx
JAMB MOUNTING
x x x x x x x 6"MAX
INSTALLATION, ADAPTER 8" f x x x x x x x x x
THIS SHEEP x x
ANCHORS MIDWAY 8"MAX
&SHEET 14 BETWEEN P-HOOK i o
.. '%:• ANCHORS&AT 3' i 4 PAIRS S
p xaFRAIyIE x ANCHORS
j,.;�...; FROM TOP& i '® , ANCHORS 98" x (TOTALS
BOTTOM i 14" Ip� UNIT 21•MAX. ANCHORS)
4.061" MAX TO OPENING MAX O.C.'®I , , 14'MAX O.C. 0=P-HOOK HEIGHT O.G (PERJAMB
SEE JAMB
EDGE OF POCKET SEE T II I p}--r ANCHORS x
INSTALLATION ® ' �tt t DETAIL
DETAILS'Jc'&'Kc', ��E �oI M o=P-HQOK BELOW)
END PANEL SHEET 14&PART ®� i :0 MOUNTING
ol ANCHORAGE DETAILS:I'&W, i el j I ,°, 3"MAX. ADAPTER x
24"MAX (2 ANCHORS) SHEET 19 FOR i Y '--LR/ i! ANCHORS
O.C. P-HOOK L-----8•MAX _ x
"+2" ANCHORS x x x x x x xxx x' �•X..`�—EMPANEL
ANCHORAGE ANEND CHOA GE— x' x, x x x xx, x x xxx �'x, x x x . x x AMAX ANCHORAGE(SEE
(SEE SKETCH SELOM x +r �•+2 SKETCH BELS
CENTE1n INE •+x +x *r ANCHORAGE
8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL t 2.04"
24"MAX 1EXAMPLE.6-PANEL 2 TRAM 90°OUTSIDE CORNER- O-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. JW x 98"NOM.PANELS,ANCHOR GROUP 31N CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8. SPLICE NOTE
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS S 8: AS NEEDED HEAD OR SILL L I ALIGN THE
IF A SPLICE
CENTERLIME OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P4400K.
NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX•
PANEL SEE CS'CLUSTER ASTRAGAL'LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
Rio
WIDTH AILS,SHEET 10 ANCHORS PER PANEL'ADDITIONAL ANCHORS 24 O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY S.84"
'+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT
3.6" REQUIRED A8 PER THE FIGURE AT RIGHT: 0" 6"MAX. Im
CENTERLINE JAMBS&P-HOOKS:8"MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS},14"MAX.ANCHOR 2-TRACK
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS" SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. APP OW Un
REQUIRES +2"ANCHORAGE SEE C6°CLUSTER CENTERLINE END PANEL ANCHOR PAIR
"(w CLUSTER,SEE DETAILS,SHEET 10 ANCHORAG KeA!
• DETAILS,SHEET 11INTERLOCK FOR ASTRAGAL (:2(2 ANCHORS)
' 4.1 1" t•• ••• • • •S•g•• MAX e1
• r Ivr x f• • • • `� OXY LYNA!J
a _ a:
EXTERIOROMTERLWE N0.68705"+2ANCHORAGE '+2ANCHORAGE�OFI —OFP��
OF PANEL 5
SEE SHEET 11 FOR EDTA ••• • .: �pIT
:
ar"••r.
• • • • • • • 'Q'•., STA
8C tms�te A t7i@8 BMEbT ANCHORAGE SPACING&EXAMPLE PLANS i�� ' FlOR1pP.•''C j\��
owmas am • •• •va•a�•she • • SERIES 770 ALUM.SGD-LM IMPACT ���'ss;ONAI.. �,�``•
„� A.LY I tiiFE
•�. ,.. �.
rR tldloAt4 cEnT.aFAurrca ae son tyo NT3 8 d 22 PGM130 A PE9 B8T08
0:0
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. A4'
1NTERLOCK+�`IF NEEDED INTERLOCK+•} CONDITION,USE INTERLOCK IF NEEDED 2.04• 2IV
CENTERLINE CENTERLINE C8'CLUSTER DETAIL) 1 75'
3.5- r r8"DIAG.
1.7G 30 21'
MAX.
2.04' O.C.
MT
2.04 2 04" 21" cr
584 MAX
EXTEMOR3.5' r 44DLAG. r ! T 3.6' D.C.
2-TRACK FRAME HEAD/SII I 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 6.84'
40 ASTRAGAL OR INTERLOCK db ASTRAGAL OR INTERLOCK d ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK
ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,C6-) ANCHORS ARE REQUIRED.C8� FRAMEJAMSANCHOR PAIR' W MAX
4 TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8'DIAG. FRAME JAMB
IN77]21 OCK IF NEEDED INTERLOCK CONDITION.USE INTERLOCK IF NEEDEDANCHOR PAIR
CENTERLINE CENTERLINE CS"CLUSTER DETAIL) CENTERLINE 3r 2.04'
ANCHORS MAY BE INSTALLED
C 21" EITHER IN THE EXT.OR INT.
2.04' "� MAX. TRACK(INT.SHOWN)
4.05' 4.08" O.C.
t 2.04
6.84" NOTES:
EXTM re 4 DIAG. 3,6. F i 1.ALL DIMENSIONS SHOWN
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADMILL 3-TRACK FRAMEHEAD/SILL AREBASEON MIN.
91 ASTRAGAL OR INTERLOCK 911 ASTRAGAL OR INTERLOCK 94 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER 3-TRACK FRAME JAMS LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,C4') ANCHORS ARE REQUIRED,CS') ANCHORS ARE REQUIRED,CSS ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK�IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK+ CONDITION,DO N07 CONDITIONS ONLY:
CENTERLINE I CENTERLINE CONDITION,USE CENTERLINE USE THIS DETAI*IF
) SPLICE LOCATION
1.75" °C8"CLUSTER DETAIL)
3.5- 3.6"4°DIAG. 2.04' 4"DIAG. 2.0 �tl001 &►9ak B2.oa• ermuu4'DIAD. • 2. p�Ext T LYNN
n 'i'. V�GENSF ••.F�
V'
4-TRACK FRAME HEADISILL $-TRAgC1nlAM4-TRACK FRAME HEAD/SILL
94 ASTRAGAL OR INTERLOCK gh ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK = + No.58705
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,C8') =
ANCHORS ARE REQUIRED,C4') y(NCHQV ARE REQ{jIR%%Pj ••• • WITH&WITHOUT SPLICE CONDITION
as ej 145" A sTW sT • • • • • • • • °M°e0ai gip •. sP TE
�VA . .. v • ANCHORA r.F,EXAMPLEaLUSTERS
•` y�eoaeoc SERIES 770 ALUM.SW-LM IMPACT
A twtala cIREOPAUIRAM a e�»a A?S t0 X22 POrot3o A al��{eve
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2.04• 2.04• NTERIOR 2.04• ocrEMOR 2 04' NOTES:
NtERIOR *3..W
1.ALL DIMENSIONS SHOWN
?4r"DIAG. 4"DIAD. 8.W ARE BASED ON MINIMUM
S.12' 6.12" 3S ALLOWED.
r 2 DETAILS DEPICT ANCHOR
! 3. ! 3 1 ! QUANTITYANOSPACINO,
AND WOULD BE IDENTICAL
EXE � 4"DIAD. IAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5' 4" &V 4" 3.5• °+1'ANCHOR
204• z.04• z oa. ��.gxnmm
90°CORNER 90°CORNER 135°CORNER 136°CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENT ERLH�tE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR S CLUSTER CF PANEL
ANCHORS ARE REQUIRED"M ANCHORS ARE REQUIRED."C8� ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'CS")
4.09" •+2'ANCHOR
!
4.08" "+1'ANCHOR `
4• 3 5° wre 7.41" 204"M3. -
OFPAAEL
C DIAD.
N mo r
116" 7° 135° CFNTE1b W
3 ' €]
4.08" 4A8• +:r
7'8. r"
CEMERLIN€ 2.04"
3.5• 4 ON OFPANEL 4"DIACi.
r, xrew0 7' 4` NTEFJOR '+2°ANCHOR 3 5'
90°CORNER 135°CORNER VIEWS r
3 TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL CSVTERLW
CW ANCHOR CLUSTER REQUIRED Cgr ANCHOR CLUSTER REQUIRED L f—OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL S-TRACK CORNERS) q• 2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
INTEW�t 6.12" N 2.04'
2.W3.8"
1
4. CENTRE
AOR 6.88, OF PANEL
3.5" 135° "+3'ANCHOR
a r oa•
8.12° 4-9
6.12'
6.12' 3.5° 4.08" •
r € N8A
204, r"3.5" 4 C DC11G. • i4.i • i 3.5• __
IAB �°CORNER •• • i :0: •• MAP
2.04" �OFPANEL
•• •• • • •• veEhiB�e'••.F.p
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEADISILL Nc r No.W105 '
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)AT ANCHOR LAYOUT
• 0:0 •• *00 ••• • (3-TRACK SIMILAR)
so 194ASM6 A NO CMVAW7MSIMTEXA -t7'•, sr re i 4i
nmew apex . •• • ANCHORAGE,EXAMPLE CLUSTERS c� ...
lamw 0")4 areoo SERIES 770ALUA9 SGD-LM IMPACT '�,, /ONA �,,%'
sweeeaee are e..m•+ ar A-111
.AQ JQNdJ4 o�x CFRT.C�AI/TK B SfJD•T/0 NTS 11 -22 PQTOlM A P.EAum
• • • • • • • • • •
••• • • • ••• • •
INSTALLATION DETAILS EMBEDMENT.SEE TABLE A,SHEET 1 E4T -
SEE TABLE A,SHEET 1 Mw.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE E DISTANCE: THE METAL SUBSTRATE
SEE TABLE A.SHEET 1 SEE TABLE A.SHEET 1 TABLE A.SHEET 1
21118" 2-1118"• 2-1/16"•
1/4" 1/4- 114" 1.ALLDIMENSIONS
MAX. MAX. MAX. SHOWN ARE BASED
SHIM SHIM SHIM ON MIN.ALLOWED.
EMBEDMENT. t 2.METAL OR WOOD
SEE TABLE A, SUBSTRATES MAY BE
SHEET 1
USED FOR ALL FRAME
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., SMS ANCHOR TYP., TYPES PER TABLE ATYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEEANCHR SEE ANCHOR NOTES SHEET I.
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1
•DIAGONAL O.C.® L 2-TRACK FRAME HEAD ®&TRACK FRAME HEAD ®4'i'RACIC FRAME HEAD MpV 4"(HEAD&SILL)
WOOD INSTALLATION WOOD INSTALLATION METAL INSTALLATION
OR 8'(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4.SHEET 1
SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 8,SHEET NOTE 0. NOTE 6, THE METAL SUBSTRATE
1(lM-MAX.) SHEET 1 1 SHEET 1
(114-MAX.) r 1 (1/4"MAX.)
mom T ! E€ t EMBEDMENT:SEE
TABLE A.SHEET I
2-1118"• 2-1/18"• 2-1 S..• EDGE DISTANCE-
EDGE
ISTANCEEDGE DISTANCE: EDGE DISTANCE SEE TABLE A.SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1
EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1
16ih 2-TRACK FRAME SILL ja 3-TRACK FRAME SILL. ah 4-TRACK FRAME SILL
• WOOD INSTALLATION W WOOD INSTALLATIONMETAL gVSTALLATbN
EMBEDMENT:SEE
TABLE A.SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A.SHEET i -`I SHEET 1
EDGE DISTANCE
EMBEDMENT:SEE ( SEE TABLE A, METALTYP.,
TABLE A,SHEET 1 -`i ——L SHEET 1 ��OR
WOOD EDGE DISTANCE NOTE 4,SHEET 1
SEE TABLE A 2X WOOD
TYP.,3EEANCHOR SHEETI TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3 SHEET 1 SMS ANCHOR TYP., 2-1118°' u
2-1/18°• SEE ANCHOR NOTES p®At
WOOD ANCHOR TYP., 2-1110-• &TABLE A.SHEET 1
SEE ANCHOR NOTES WOOD ANCHOiNTYRi, • • •• MW.OF 3
SEE �„� THREADS
&TABLE A.SHEET I '� BEYOND THE
• • •
&T EXTEFWR •A • i i i i •s METAL `��.•
�@ ••• • • •s SUBSTRATE ���''y�OENSF'•
1/4"MAX.SH �- 1l4-MAX SHIM I_
1l4"MAX SHSN 4-- _- c' Na 58705 _
2-TRACK FRAME JAMB 3 TRACK FRAME JAMB 4-TRACK FRAME JAMB
-
®WOOD INSTALLATION ••• • • ALLA • METAL SVSTALLATION 13'• D a
se teras a nssr • • • • • • • • o."a �U'., sra c or•
8.0sw aft • •• lj�w
ANCHORAQE DETAILS ;^� .,�toRIO. ���,•^
MomSERIES 770 ALUM.SQD-LM IMPACTzrmw Maim
ftft
JR t0110/t4 a a" cam»a�Wmcaps so,,, NTS 12 a 22 PG M30 A a�4� rF
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION DETAILS - EMBEDMENT.SEE TABLE A.SHEET I -EMBEDMENT*SEE TABLE A.SHEET 1 NOTES'
CONCRETE EDGE DISTANCE:SEE - EDGE DISTANCE* EDGE DISTANCE' 1.ALL DIMENSIONS
TABLE A.SHEET I CONCRETE SEE TABLE A.SHEET I CONCRETE SEE TABLE A.SHEET I SHOWN ARE BASED
PER TABLE 2.1114r* PERTABLE__C 2-lllfr* PER TABUE- ON MIN.ALLOWED.
A.SHEET I A.SHEET I A,SHEET I "'V -DIAGONAL O.C.IS
MAX MINV WAD&SELL)
•
SHIM OR Ir(JAMB)SEE
EMBEDMENT: lw lw DETAU,SHEETS
SEE TABLE A, MAX
MAX 11�3 <3 0&11.
SHEET i slim SHIM
1 r7 FnOT"T
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED CONCRETE ANCHOR SECURED 1X CONCRETE ANCHOR TYP.,
WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD SLICK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A.SHEET I ANCHOR NOTE 3,SHEET I TABLE A.SHEET I
2 TRAFRAMHEAD iffih 3-TRACK FRAME HEAD ga 4-TRACK FRAME HEAD
CONCRETE CK E INSTALLATION Q�c CONCRETE INSTALLATION Co CONCRETE INSTALLATION
CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A.SHEET 1 ANCHOR NOTE 3.SHEET I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE ASHEET I ANCHOR NOTE 3,SHEET,
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5. NOTE 6.
1(1/4'MAX.)]— SHEET1_1 SHEET
E� j (1w AAAX, a
(I IV MAX)
CRETE
2-ltllfr PECONRTABLE
EDGE DITANCE. CONCRETE DISTANCE: -CONCRETE EDGE DISTANCE: ASHEET I
SEE TABLE A SHEET PER TABLE SEE TABLE A.SHEET I PER TABLE SEE TA13LE A.SHEET I
EMBEDMENT:SEE TABLE A,SHEET I ASHEET I EMBEDMENT.SEE TABLE A.SHEET 1 - A.SHEET I EMBEDMENT.SEE TABLE A,SHEET 1
96ih 2-TRACK FRAME SILL lia 3-TRACK FRAME SILL da4-TRACK FRAME SILL
W CONCRETE INSTALLATION Kr_:cJ CONCRETE INSTALLATION \,,Fc�CONCRETE INSTALLAMON
EMBEDMENT.'SEE
TABLE A.SHEET I
EDGE DISTANCE.
EMBEDMENT:SEE SEE TABLE A.
TABLE A.SHEET I
SHEET1'
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE 1 TABLE A,
iXWOOD BUCKTYP.,
TABLE A.SHEET 1 SHEET SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE
SEE A, PROPERLYSECURED SHEETI
SHE 1 w
IX WOOD BUCK TYP., ixwoBUCK Typ.,—
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR 2-1/ir*
ppo
SHEET SHEET 00
TYP.,SEE ANCHOR NESAII
CONCJCMU ANCHOR - i 2-1t18r • NOTES&TABLE A.
U HOR 2
TYP.,SEE ANCHOR SHEET I CONCRETE
NOTES&TABLE A. C%TYNlcc= •• OR CMU
SHEET i CONCRETE NOTES&TABBLE Ap • PERTABLE
EXTEMOR 0 LYNN 4fIX"',
ORCMU smi . I CRETE A,SHEET I 1� NX
MAW :!nl A" ID
PERTABLE • 000 " §.. jr, se
ri 1/4 MAX 0 E , 'e.
ir MAX SHIM Im VERMABLE , -* - !�o
A,SHEET 1 IW MAX SHIM NO-58705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FtiAME JAMB
CONCRETEICMU INSTALLATION re z
\WCONCRETE/CMU!b�&.• 000 ON le
0,: • 611TAE17
sc lawwMAIS WCHANMTMAW
awww 0 a ANCHORAGE DETAILS
Ismw
SERIES 770 ALUM.SGD-LM IMPACT
N;iww- A. "'Ll 6w iwa&k;y_
JR 1010114M
3rmw ia— CMCFAJ�NTS 1113 s21 1 PGT0130 A
V:
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 2AWMIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT'SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A.SHEET I P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
CON
PURPOSES ONLY.SEE
A'ANCHOR TYP.,SEE
INFILTRATION licMU ILLUSTRATIVE
WOOD ANCHOR TYP., 3
EMBEDMENT: SEE ANCHOR NOTES ANCHOR NOTES& TABLE A.SHEET I FOR
&TABLE A.SHEET I ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. TABLE A.SHEET I SUBSTRATES.
SHEET11 C28) ILLUSTRATION,SHEET 9) 1-114`MIN.EDGE DISTANCE
DISTANCF-'SEE OXTORM 3.SEE TARES 1-3,
TAB
AL &LE A.SHEET EMBEDMENT- SHEETS"FOR
1
SEE TABLE A. REQUIRED P-HOOK
28 P-HOOK MOUNTING
ExrFiwa SHEETI v... .. ADAPTER CONCJCMUl AND P-HOOK
PHOOK WOOD ANCHOR TYP., ANCHOR TYP.,SEE MOUNTING ADAPTER
ANCHOR QUANTITIES.
P4400K
SEE ANCHOR 8Vt ANCHOR NOTES&TABLE
&TABLE A,SHEET I CONU;MTE UK,/ EMBEDMENT.SEE A.SHEET I ALSO SEE EXAMPLE
(ALSO SHE TYP. 2.893°MIN. CMU PER TABLE TABLE A.SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A.SHEET I ILLUSTRATION,SHEET 9)
P4400K FOR USE WITH FLAT SILL RISERSJc P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#n OR 024, PARTS#18,#20.#22 OR#24,
WOOD R48TALLAIION EXTERIOR MOUNT SHOWN, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN
(SEE TABLES IA,2A&3k MAY ALSO BE INSTALLED IN (SEE TABLES 1A.2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT.SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; EMBEDMENT:SEE CONCRETE OR
ADAPTER SMS
MIN.OF 3 THREADS TABLE A.SHEET I CMU PER TABLE TABLE A,SHEET I ANCHOR TYP.,SEE
ANCHOR TYP.,SEE A.SHEET I ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A.SHEET I
SUBSTRATE &TABLE A,SHEET 1 »; (ALSO SEE TYP.
n28
rJ1 (ALSO SEE TYP. EMBEDMENT.
ILLUSTRATION.SHEET 9)
ILLUSTRATION,
SEE TABLE A.
SHEET 11 28
EMBEDMENT.
SHEET 9)
SEE TABLE A,
DISTANCE:SEE
1-1/4"MIN.EDGE DISTANCE
SHEET
TABLE A,SHEET
3D 30
P-HOOK SMS ANCHOR TYP.,�
SEE ANCHOR NOTES PUSP-HOOK CONCJCMU EXTERM
E
&TABLEA.SHEETI ANCHOR TYP,BEV ft
ANCHOR NOTES&TABLE
(ALSO SEE TYP.
ILLUSTRATION.SHEET 9) 2Mr MIN. A.SHEET I 2.893"MIN. NQM
EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
0* 000 0 0 0 ILLUSTRATION,SHEET 9)
P-HOOK •
FOR USE wniviox SILL ousmis, 0 .0 da P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19,#21,#23 OFU25,
INSTALLATION PARTS#19.#2i,#23OR#25, V-4 Inti
METAL CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA,2APW 0 W 0 0 0 0 4MU (SEE TABLES IA,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
0 *00
*0 060
so tasrams
A NOGHANW97mvOw Q 6 0
ANCHORAGE DETAILS
0 00 •
M 4D .... ....
0 SERIES M ALLM.SGD-LM IMPACT
...
0
114 -M I
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO TYP.PER TABLES 1-3
SHEET 18;INSTALLATION
DETAILS AW EXTERIOR
SHEETS 12&13
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL WT.
TYPE w AS' TYPE SHEET 19&CORNER
A' 'IC ANCHORAGE SHEET 11 ,
MAX
MOM MAX.UNIT
HEIGHT INTERLOCK DETAIL
PANEL N WmTH TYP. DLO PER 'M'.SHEET 18
HEIGHT SEE PER HEIGHT TABLES
NOTE 2 TABLES 13 1-3 ,
,,.t� JAMB DETAIL'G3%SHEET
X X 18;INSTALLATION DETAILS
GW&'Gc,SHEETS 12&13
V L
SILL DETAIL V,SHEET 18; 80°
INSTALLATION SHEETS LS EXAMPLE:900 INSIDE CORNER,4 PANELS-)0(=
13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.126"
PANEL HEIGHT=DOOR UNIT HEIGHT-I Mr
88 X 1°
810 X 1-1/2" PH SMS
PH SMS
r
PANEL CORNER FRAME CORNER
DETAIL DETAILsee 00: '
NOTES: • i ••i i i i i i `�� 4�(LYNN qq��
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATdf AS �lAf CH�.TABLES,SHEETS 8.8 FOR MAX. `�,��:• gNSE •'Rp
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR�CTION4*T�SHEE35 62461 INSTALLATION DETARS. $c
2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILF,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL.
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
000 so see see
CCS
6C fG Ot6 A CHANGESTNffiOW • • • •• o �� ''. ST TE .A
ANCHORAGE DETAILS/EXAMPLE awA ;�,c• .• dr•. ' r
• •• • • • PUT
SERIES T/0 ALUM.SGD-LM IMPACT � �9/NAX-Gaftw r`r?:
IR fM&M WNW amww �wni yes 800.T�o wS 15 ,71 PGM30 A p"saros
••• • • • • ••• • •
• • • • • • • • • •
• •• •• ••• • •• ••
••• • • ••• • •
CONFIG.EXAMPLESK INTERLDETAIL FORALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 18
/-'M',SHEET 19 OPERABLE JAMB DETAL W,SHEET 18;
(� � INSTALLATION DETAILS Yit�/&W.SI4EETS 12&13
JAMB DETAIL G2, ASTRAGAL HEADER DETAIL A',SHEET HEADER Dk`TAIL'A',SHEET 18: MAX
O JAMB DETAIL'GT,SHEET
SHEET 18;INSTALLATION DETAIL 81 VA 18:INSTALLATION DETAILS�7 INSTALLATION DETAILS'M&'AB, WIO 18:INSTALLATION DETAILS
DETAILS W&'G8, L2,SHEET 19 Av/&'Ae,SHEETS 12&13/ SHEETS 12&13 ^�'GW&W,SHEETS 12&13
SHEETS 12&13 �. I 90°
we ocnavog
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANELrNOM.
PANEL P� INTERLOCK DETAIL
'R T' O' 'A' MAX T a EPE TOV MAX lov YPE M.SPIFFY 19
XED
_ h UNIT UNIT 90°OUTSIDE CORNER
' PANEL / 3{lJ DETAIL / j PER CORNER ANCDETAIL TV. HORAGE
MAX WIDTHE TYP. SEE TABLES PERBHEET 18*1 MAX.� WIDTH TYP. b SEE TABLES SHEET ET 11
MMOR
HEIGHT
TABLES 1-3 S DLONH ETT 18 13 INSTALL DLOHI TABLES 1 3 -NOTE
HEET 6 PER13
DETAILS
4�3 ��,, TAW&Dc',
�:o
X X SHEETS 12 b �j NOM PANEL
��
&13 1. WIDTH TYP.
X X X X TABLES
SEE FRAME& MAX.UNIT WIDTH � �SHEET X6; � MAX.UNIT WIDTH 73
PANEL CORNER SU DETAIL EXAMPLE:OXXX INSTALLATION DETAILS RAAX �WIOTH
cONsrRucrlON
DETAILS SHEET 1s2�� 'D'&Ve,SHEETS 12&13 EXAMPLE:900 OUTSIDE CORNER-XX=(2-TRACK)
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 JAMB DE7AIL DE'11,SHEET 18;
1.2,SHEET 19 INSTALLATION DETAILS'IW&
,1 INTERLOCK DETAIL'M',SHEET 19 '�',SHE 12&i3
v HEADER DETAIL
JAMB DETAIL Tit,SHEET P-HOOK DETAIL'J'&K',SHEET 'B',SHEET 18; 1 .� . '
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'I7,SHEET 18;INSTALLATION HEADER DETAIL-0.SHEET
'FAY&W,SHEETS 12&13 'Jc','KW&TKc',SHEET 14 DETAILS sw&me. DETAILS DET,
&V.SHEETS 12&13 18 INSTALLATION DETAILS
SHEETS 12&13 'LM/&'CC',SHEETS 12&13
r+- MAX.UNIT WIDTH -� MAX.UNIT WIDTH
PANEL PANEL PANEL PANEL ----- � PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE
PER I
,R, ,L, ,M, ,F, 1d' 'F F 'W MAX
MAX.UNIT NOM. i NOM. UNIT
WIDTHTYP. % PANEL WIDTH TYP HES dam'
TABLES MAX SEE PER t SEE MAX PER TABLES urev
13 DLO NOTE% TABLES]13 i TE 2. DLO TABLES 1-3 1-3
HEIGHT HEIGHT a16 bSr 1 `✓ LYNNLluOX X >j i • ••• X X Xj=j
Y:
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; •• EXAMPLE:XXXO SILL DETAIL r,SHEET 18; tdo.fis'to5
INSTAL LATroN DETAILS 4TRACK,BY-PASS) INSTALLATION DETAILS "419-7(3-TRACK,RIGHT POCKET) ( _ =
• y>Kri'Ec',SH�PJS��a�13 ••• • 'FW&'FC,SHEETS 12&13 i.�: iD
so t0�/lotb A CHANW97/69OW • • • •• • • �O�•, Sl'TE !s l�yt1/^
lomw Dow • •• • • K • • SERIES 770 ALUM.SGO-LM IMPACT
[erMeareoo ,* „� „ w.„d a iYha44LalE1e�+E
JR 10004 CM0Faun OM sa�no NTS 1@ aV PGOTOI3IO A p"mm
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PANEL'S RIGHT STILE TYPE
PANEL � u� Fom LOOMmE AaTRAmL AsTRAOAL >mocOA8MUT �� 0LOCKsTME WCORNER 00°RacxsraeCORNER cc a W CORNER WT WCORMER C0 `
TYPES OCT a, sr�E wtHArmiE �o:our eo�clR w/RANME WJK4N LE w/wumLE VW AMXE WmNoLE wtKmmw OEIVER WlNAK>LEt mvwamLE
F PP K L TR TQ TC TA TV TW
SINME
IN am"B E P A C C /C SQ SC SA SV SW
FWEO STURR R S SOWN FD FC FV FW
LOMT"
wrwu�oLE D M ,am, J
LuWXOUT LR PANEL NOTES:
'W HNOLE7- OQ� 1.SEE OP TABLES 1-3,SHEETS 6.6 FOR PANEL
hh^^ WMG& SIZES&DESIGN PRESSURE.
BOX IN N LEFT Ql 3 RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J wi ANDLE POW PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
A l" SI STILE AND ARE NOT AVAILABLE.
Box OUT U 3.80°ASTRAGALS TO USE HEAVY-DUTY STILES
am PANEL*V SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER INTERIOR
(AND EITHER
L�
ASTRAGAL
IN T V APPLICABLE STIMASTRAGAL REQUIREMENTS. ASTRAGALS.R S 118)OR INTERIOR( 1�)CORNER
4.136°ASTRAGALS TO USE HEAVY-DUTY STILES
Y) " RT Cl (#61)AND CORNER ADDON(1731)
J w/HNYD .
ExrooRE,-,*
�R Q J. QS, SILL RISERS OPTIONS . '
w�RAumLE�, .ate
a EXT Ilk CT CS RECEIVERE> 23r2, low
w I a' 2.55V 3" a.06s
WMANOLE #118
AT AS DF .0w ru-rw Ll j 4+L
CORt�R 0118 CF 1rr S USH 1-1/. SLOW 21/2°FLAT @SILL RRISER./FLAT 24SIL' i RISER.FLAT
18 RECEIVER �✓
VT VS VF
mgxm q �
°B n®Ae
WMANDLE WT WS vV� . . .� a 26� �' °�'
Comma
11 1
• • •• i • • • • 1.687,.06r
19, S8 L•R e0 21 SILL RISER.BOX O SILL RISER BOX O SILL RISER BOX
FLUSH.14)r LOW,2-112" MEDIUM,3-14° IH GH.a N0.58705
• ••• •• ••• 'V=•YALI[1FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.6 -.,T
SO 1 16 a 17�86il w • • • •• • • •Rxwap PANEL TYPES =�0,�;t�., iTA e o
•• • SERIES 770_ALLIM.SGD-LM IMPACT �O7VNi.C;,0
Arlt ,Ottmt4 � crrtlG��a►rtw 8fR777o NTS 9T +22 PGTOt� A aiPVTn86dll1:ltPE
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 800R61 106 FULL PANEL JAMB LENGTH
- p 1
14PF FULL LENGTH
14 da ® 5_ 17
X61 BS �OR81 18 8
Gt 60 OR M 2-TRACK JAMB
2-TRACK JAMB (SHOWN 8 SEE DETAIL G1
CWP�10fi WITH FOR FRIED
t t3W1 RETAINER#108 OPEC?E 80 PANEL CLIP 1P
MIDSPAN (SHOWN WITH
FIXED PANEL TO P SEE DETAIL G2
LEN
5 THE INTERIOR) �' 103 113 1 103 FOR FIXED 6 103 WOR 81
PANEL CLIP
14 18 g
® A
® 18 17
1F10 X 3W 123 FULL LENGTH OR
SMS,X 3 OF JAMB TRACK JAMB2-TRACK JAMB �EXTERIOR� 81 owmm
OR 108W/SCREENVLONG W/RETAINER93123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
0 80 (SHOWNWITH ®(SHOWN WITH (SHOWN WITH ®(SHOWNWrFH ®(SHOWNWITH
MIDSPAN FIXED PANEL TO 1 OPERABLE PANEL) FIXED PANEL TO H FIXED PANEL TO 12 OPERABLE PANEL)
F OTHE EXTERIOR) THE EXTERIOR) THE INTERIOR)
2
112 1 / jIt. J6
TfA
4
$ 6 113 e
62 61 09
TEMOR
a83 MERM a
SHOWN WITH 2-TRACK W/SCREEN 6jh 3-TRACKFRME HEAD HEIGHT UNIT
OPT.SCREEN A FRAME HEAD 9FRAME HEAD RAPER
TRACK TABLES 13
N 68 89
OCTER90R
82 Bt72IXt 73 a 72 OR 73 !: 72 OR 73 b�Pb1ala11Y
48 11 96
• a Raw
113 tt 9 11 10
4s
47 �a
ExTER�R 112 0 8 113 1t3 at,
a •• • • • •
• • e .`� LYNN
• •• • • • • i•• • 1 fir,.
ocj;NSF
2-TRACK W/SCREEN ••• ••i ••����� • 4- ^.
0 FRAME 3111 E •• F FRAME 31LL a
M.58705 >r
'ITEM 81 SHOWN,ITEM 80 ALSO APPUCABLE,SEE TABLES
13,SHEETS 8 8 FOR DP(PSF)ASSOCIATED WITH STS E =
••• •• ••• •• Jl is'ut,;
sc taavlo,e a YMSM ET • • • •• • o.Ra= �� ' srAi or•
c�
M77M SECTION DETAILS ;�� • FCOR90p `(j
• •• • • t.r�q
• wx Y•'•.....• `1`�
• • SEMES 77O_AL(1M.SGD-LM IMPACT '��,/ONAk
JR ,0/10I4 aWa CERI..OPAfA/LQBIIbe 80!)•770 NTS 1@ s71 PGTOff30 A ALSP" PE.
um
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) B 4 11 fl 81 11s 118
28 7
� 11 113
27 83 26 27 83 103
82 111 03 800R81
OR 81 800R81
� 14 u res)
20 120
85 B
�.� 111 � . 82E 111 �wR NTEROR
P-HOOK�R FL T SILLS P HOOK FOR BOX SILLS fir' �, INTERIOR
(T. R INT.MWNT1 ®K EXT.MOUNT ONLY
F BOOR 81
10- tP- 81 107 8 INTERLOCK
14
113 �
80 8D 81 81 118 %gAvo O113103 118 0l-X
87 88
DE
INSIDE CORNER
�1 STANDARD STILES 900 �WITH -DUTY STILES 981 1 2 TRACK HEAVY-MM ASTRAGAL#68 (SHOWN R ®TRACK SHOWN '�SHOWN,ITEM
STS SHOWN,ITEM 980
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1.%SHEETS 8.8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4onVAOR 31
78610-
4 8 'QIP
136° 8
11 asaapgUosw0YB1►
7 136° Gate
14 8 81 32 1r0As
103
81
32 MMOVOR
pR 1 • • • • • �� 1.1 LYNN��� i�
107-11 31 103 81 `l� q� E 4 •. •• • i i i•i •®136°INSIDE CORNER ```�,�� ••�� SF'u�Ep����
••• •• • • • •• 2-TRACK SHOWN
136°OUT8IDE CORNER ;t t Wo,58705
2-TRACK SHOWN _
o
• ••• •• ••• ••• • a�
. . . .. . . °" ' p EO kr.
WNWH
sc tt�ama a ararlc>>s Barr • •• • • °tea•gm
Now 3FRtES 770 ALUM.SC3D-tMIMPACT
CnON DETAILS,COMERS �;O�S,S�p1���
airame — m.. �ro� aL"rwleO�n 0SL
Ot 10 OHa ter orauntmse sc�7�o NT3 19 2? l�TO18� A rEsee7os
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Ilea► �# pwo Description 1w, POT PGT# DesodpHon )ALL ALUMINUM=8083-TB
1 17598 01 2 NEAR OIWNENTRUBEALOURASEW.SPACER(COMPOBRE
2 17 1 817303 SMACK HEAD WIH SCREEN RAI. � �orCARDINAL X EDGE SPACER 2)ITEMS#33.39,67$9.88.78.84.99.
3 17359 817309 3 TIfACK fffAD p 17375 Bt7328 PANEL 804E 121 B 122 ARE NOT USED AND ARE
4 17312 817312 aTRAaK HEAD at 179Uffi 817328 PANEL STILE(¢Aw otltY) NOT PART OF THIS APPROVAL
B 17914 817314 FNAMEIX2E1NtXNER 62 17527 817327 NIERI.000AOAPTDR
8 17317 817317 FRAME IEAD/.91M8 AmON 83 1228 OTP248 VNYL BLAB IM87P.-THIN(INSIDE NrEtLOdQ 3)USE OF#12 OR#13 REQUIRES
7 1704 SIM 2-lwuac BILL 04 trA 7t72B SU END aEA1NER8TRIP PAD MN.#10 SMS ANCHORS 0 24'"MAXAX O.C.
MASONRY
8 /79010173M 24RACK SELL WITH SCREEN RAIL e8 17928 817328 NUMOCK SLEW COYER
9 17307 817597 Sam BSI. 87 17328 617329 A87RAGAL
10 17310 817310 TRAC2KSU 88 17339 817959 HEAVY OUIYASTRAGAL
11 17313 817313 FRAME SALIRAC K WERT 0 17324 817324 TOP 6 BOTTOM RAO.
12 17315 817310 FRAME BLL SCREEN ADDON(SEE N07E 3) 70 17960 417859 WEAIHER8IIRIPNSION MIECTION MOLDED)
13 17918 017318 FRAME SILL SCREEN ENDADD4)N(SEE NOTE 3) 71 1898 ?INS 1-112"Xr X314-HIGH FN SEAL MW PLUGS
14 17305 817306 2-TRACK JAMB 72 6153 76153( TANDEM 8T.STC_ROLLER ABBY.
15 17302 617369 2•TRACK JAMB WDH SCREEN RAL 73 8183 7s183N TANDEM NYLON ROLLER ASSY.
18 17398 817908 3.7RAcK JAMB 74 SILICONE DOW S*.0(59.998 OR GE-7700
17 17311 817311 4-7RACK JAMB 75 8159 —WS-a—X GEM 28MORTCE 3-PLY DIM LOCK WAONG TRN PLATE
18 17322 617322 S&L ROM-FLAT,RM I-112- 78 71O3DOFPFX ow ki-FL asi scREW N91YPE T-TIP
19 17319 817319 SIU.R1SER-B K FWH 1-Vr 77 7195259 10329MELZBK UWH
20 17521 617321 BILL RSR-FLAT,LOW.2-1W 79 17957 617357 V to MAD
21 17318 817318 JUL REM-BCA(LOW,2-1W s0 17359 817359 7118'BEAD rDW PANEL CLP
22 1'1336 617596 ISILL RIM-FLAT.MED904,8414- at 17= 817980 9118-BEAD
23 17384 817964 �L IBBER•BOK MEDUII,3.114- 82 1224 WF247K VNYL SIRS WEA7HERS7RIP
24 17323 617323 SLL RISER-FLAT,HIGH,C 83 61748 1746 LONE NC,V r X1118'SOL SIDE ADH.TAPE,PC.YETH.
28 17320 8f792O SILT.ROM-BOJ(HJQ r 100 5069 48052 ROLLER ADA 1694E PLUG
26 17333 817333 POCKETP410OK 101 72087 BSIMPER
27 TOM 87070 NEOPRENE=8INSTPFOR P-NOOK 102 1596 71686 DUSrPLUG
28 17334 617334 POCKET P4100K MOLM t03 also 78181➢( r KEEPER
29 /7859 st73s6 CGVE R too 593 TSOIEEP SCREENLOCK KEEPER
30 17348 817346 PQCKET P-HOOK FOR BOXRISER 105 17344 817344 FOW PANEL CLIP-8-LONG
31 17378 817378 188 CDRNER too 17962 817362 FIXED PANEL RETAINER•WW
32 17378 817378 136 FOED MOUNT 107 170 71759 HANDLE KIT-INTERIOR RAISED WIN THUMB 71059
ILEMS4083ARE SCREEN FARM 1 1740 71740 HANDLE KI-RAISEDEXIERKLRHANDLE
40 4319 812258 SCREEN SIDE HAL-LOCKSTLE 159 1731 MOWN HANDLE Ka'-RECESSED INTERIOR WRM IMB'NRN
41 7LOCKWG&C SCREEN LOCKSET 1t0 1732 78178 HANDLE KI-RECESSED WERIDRPULL
42 41818 SCREEN KEEPER SPACER SET 111 7IM06 SM MO X3W PH.PN.TEK-S.S.
43 8169 88162 SCREEN NTERLOCCADAPTER 112 1295 07SIG WBTP..270X.170-FN SEAL
44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 84068 tSr X.230'FNSEAL
45 4317 812268 SLEW mp RAL Ifo 71CDO15PPX 810 X 1-112'
40 4318 817157 SCREEN BOTTOM RAL Its TIM02PT #10X1-
47 ON 7SRAZ STANDARDROUER 118 72KDOX 014.20X1-S.S. orad®mnp1jbg•7tk I6
46 00 IBM STANDARD ROUER-ST.STL it? 72MOt2X 014.20X1-112"8.8. p
49 4344 84944 WEN Its 17338 817959 59 DEGREE CORNER ItECENER KGAI
50 17349 817349 OXDSCREEN ASMAGALADAPIER 119 17337 817337 90 MORESOUFSUECORNER ASTRAGAL
51 1802 8t892 BCEEi4 BPLBE-.159• 120 1 8117338 90 DEGREE NBISE COMER ASTRAGAL.
52 104 6164 SCREEN SPLINE-.15V • • • 181 1 817969 FRED PANEL RETAOER.Wir �
53 6191020 SCREEN CLOTH • . �1�,.... ( .
64 1728 U2"XVXN18'SET.BLOCK,NEORENESr•�Frr • • i•• •• :`��a��:'VtCtiNSl �F� ���
N 1728 rxwxt1IwSEr BLOC N i • • ••
NOTES-
1)
OTES: 'r 68705
1)ALLALUMNUM=8083-T8 _
2)ITEMS#3339,87.69,ea.78,8449.1218 122 ARE NOW&WED ANDOME NOT&PART gej ViIS APPROVAL
sa tS6iQof8 A )QEOQffW*=TOPARI • • •• • • °`°0i' '�)�. ,PLORtt>P
• •i • •
PARTS LIST �S .
x PLs42�• �, `rrONFt
JJ 1Dwt5 AKeit)4aaf•22 • SEMES770ALUMSGO-LMWACTWNW
JR MWfWf4 0[BtT.ClPA1JMS1B24e Sol. NTS a?2 •.+o P010190 A aL�.E.O MR I ER PE
• •• •• • • • •• ••
622 8.682" 1.31 -«{ 1.38'
0.080" 1
L r W
1.872"
121 1.605
0081' 0.082' 1.019"
0.081` 0.�1'
O2--TRACK HEAD 10 4•TRACK SILL SCREEN
{8083-T8 AL}
40
{0�3-TBALj 8.198' (808348 AL)
SAW 8.628' 6.089"
0.080° 1046'
TIrT T1.211. 1.606'
1A0.082'
0.081' O2 TRACK HEAD W/SCREEN TRACK O9 3- K SILL
(8083-T8 AL) (8063-T8 AL 14 2-TRACK JAMS &W
(8083-T8 AL) { TS AL)
7.105` 2-TRACK JAMS W/
8.2.21` 1a SCREEN TRACK
0.080" (6083-T6 AL) -may 1.38°
1.211'
1.606'
1.38" 1.993'
0.081° 3-TRA(2C HEAD O 0.
3 a 2-TRACK SILL W!SCREEN TRACK 0.081"
(8083 T8 AL (8083-T8 AL)
RML RAO.
9.142" ( T8 AL
4.49' 0.081'
J0.080°
1211' 1.505'�4E" - 7.106"
-� 9.141"
0.081' (4 4•TAACK HEAD �7 Z2 TRACK SILL
/(8063-TS AL) {8083-T8 AL)
1.614" O'0� wNidr
0.082°
1280'
0.632' 0.780'
0.080' •• • • • • 1.980" 8r
1.II18'
OFRAME HEADNJAMS SCREEN h'UME SILLICBM i i • • • ME SILL SCIREEN
a ADD•ON 12 ADDION • • s • • •�'EN 3DD-0N 18 3-TRACK JAMB �1:aCENsg''•.F�,+
(6083-T8 AL) (81181146 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.68%06
OR 3/18"MASONRY OR 33/18'MASONRY 17 (�83-T8 ALJ j ,(( x
SEE SHEET 1T FOR 381 RISERS. ANtHOR8�24"MAY•Q.C••• A&IWFtSa 24"MAX.O.G
• • • N ' S� �i rUl:
SC INDARN a A CHAl1fi�E8 M AW •• • .10
• • • ° 7�;• TA n ;✓•.
FOKWVA •• • • k A EXTRUSIONS
�} • SERIES 778 ALEN.SQD-LM IMPACT
a L hair rs P.E.
ldtoM4 CEW.CFAUNLAMM so,. NTS 21 a 22 a.+ea PGT01SO A PASS"
• •s •• • • • •• ••
••• • •
0 000 o 0
0.718" 083° 3 80p
3.802' 2•�� � 0.782"
0.762L 0.886`
0.674' 0.796' 1.163'
0.082'
G���'�FF0.28M4' 0 SILL 0.076' 0 P HOOK MOUNTING 0 P-HOOK SCREW
L JSCREIAI COVER t t TRACK Oo P=� Q APTOR OCO�VE 0.080' O tXK FOR BOX R18ER
(8083-TB AL) (6083-T8 AL) (8063-78 AL) (8083 T8 AL) (8083.78 AL) (8�3 T8 AL)
4'
.421.97W'
4'
0" 1.486° -
1.739°
0
0.082' 1.o0 0.133" 1.�0 0.067' 1.303'
.�' 1.870' 5.888"
.018" 0.326"
3.128° 3.126' Q• _
3t 136°CORNER O 135°FIXED MOUNT O STANDARD STILE OHEAVY DUTY STILE OO SCREW COVER
(6083-T6 AL) (6063-T8 AL) (8083 T8 AL) (8083-T8 AL) (6063-T8 AL) (8�3-T8 AL)
3" 3.979'
4.126*
1.050"(�- 1.060° � 1.050° (+
OA75° II{
0.075' 1.646* 1 0.082" 1304'
811' A86*
A46*
0.125" 0281• 3.25"
O87 8TANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL TOPIBOTTOM RAIL 79 GLAZING 7116'GLAZING 81 9H6*GLAZING
(60�i T8 AL) O(6083-T8 AL) OFT -T6 AL, O B I. O EAD.FOCED OBEAD
(6DS3-T8 AL) PANEL CLIP (8083 T6 AL)
(6083-T8 AL)
1.003"
A2.8w
4' 5821'
0.767" 0.080'
0.050` `�
J-r
am*kg Wall
�PANELCUP T 0.709" 2. 0.133" 1.498` 0.133' tl �
(0063-T8 AL) 1.49r O
9
.560' 0 863 I+- 9►
4"
FOCED PANEL 6.621"
0.709 txi RETAINER 718° • • ••• ^•,,� t2o 90°WSIDE CORNER ASTRAGAL `.� ON(LYNN A9
0.080.
.�FDD;D PANEL (8083-T8 AL) tte 90°CORNER RE •CEIVER•• `"•(6063-76 803F CORNER ABTRAGAL (8083.78 AL) �� '• Na 50705 •.$t
RETAWER 9118° (808378 AL)
(6063-T6 AL) • 000 ••
•
�•„y•�, ••• •
• • • • : • _
O x Of
�•q
4
txtn8 •
so ropa • ERUSIONS �•• SERES 770 ALUM.SW LM IMPACT 'S/ONA
m.roa �r.E. Q!r
.� f0/tQ�W �` aeSra�nure� aee Seam NTS 22 a22 PQT019Q A P""
• • • • • • • • • •
••• • • • ••• • •
MIAMI-DADS MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REX) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(790 315-2590 F(786)315-2599
GEW TANCE CSA www.miamidadeeov/economy
CIT
ndustries
echno! e
enice,I+'L 342'15
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.
"R reserves the ri t , ' ' ed by Miami-Dade County Product Control
Section s product or material fails to meet the requirements of a 'cable building code.
Ti prod 's-appt ascribed herein, and has been designed to comp the Florida Building
e,mcluding the High Veloc' Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-L.M.I.
o. mow Details - LM &
SM",sheets I through 10 of 10, dated 08/08/12,with vision A dated 05/15/15,prepared by manufacturer,
signed and seal ynn i er, . ., - County Product Control Revision
s . I the Notice of Acceptance number and expiration dateby i Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
with the manuf a or logostiyi state,
model/series, and following statement: "Miami-Dade County Product Control Approyer, unless otherwise•••;•
noted herein. •• Z%4%
RENEWAL of this NOA shall be considered after a renewal application has beep4t,and re has bee4••••,
no change in the applicable building code negatively affecting the performance of thiapa duct: �••• :'•'•:
00
TERMINATION of this NOA will occur after the expiration date or if there has lfebh a raviston or chanO•;••
in the materials,use,and/or manufacture of the product or process. Misuse of this ISOA:as an endorse 1 r; •'•
of an product,for sales, advertising or an other purposes shall automatically te••'•t this Iia •Failure•••••
Y p g Y p � Y �b�l�� �• .'
to comply with any section of this NOA shall be cause for termination and removatof NQA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dgle Aunty,•Flora e, and....
followed by the expiration date may be displayed.in advertising literature. If ani*por'tion of"O 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#12-1218.09 and consists of this page I and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,PX.
NOA No.15-0519.13
MIAMI•DADECOUNIY Expiration a ,
Approval Date: July 16 2015
�171��
Pagel
j t
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NDA No. 12-1218.09)
2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM&SM",
sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and
sealed by Anthony Lynn Miller,.P.E.
B. TESTS
1. Test reports on: l)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 a series CA740 outswing
aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test
Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 12-121&09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition(2014),dated 05/16/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
0000
D. QUALITY ASSURANCE •
. . 0000 0000.9
1. Miami Dade Department of Regulatory and Economic Resources(RER). :'. '•
.00... 0
000.00 . . 0
E. MATERIAL CERTIFICATIONS 0000 0 ••
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Am;AXq Inc.fer Meir •••••
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15 0SItN ig od•12721/16. 0 ip&0 0
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amg,�g;Inc.for heir 0•
"Kuraray SentryGlas®(Clear and White)Glass Interloye*"daibd 06125/1.5, ....:.
.
expiring on 07/04/18. :0
s•0
000.
. 0 .
69 0
Manu erer,P.E.
Product Cont41 xa'miner
NOA No. 5-4519.13
Expiration Date: April 11,2018
Approval Date: July 16 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-P Edition (2014), dated May
16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 16,.2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA-
740"Outswing Aluminum Casement Window-L.M.I."approved on 04/11/13 and
expiring on 04/11/18.
' 0000
• 0009..
.. ..
• • •
0000.. • •. •00.0•
000.0. • .
•000.•
0000
• • ••••••
0000 • 09.0•
00.00• • •• 09000
.• •• 0000 ••.•9•
•
.••••• • •
• • • • .
0000.• 0000•
• • :0090:
•
•• • 0000
•• •
i
i
Manuel ez,P.E.
Product Contr xaminer
NOA No. 5-0519.13
Expiration Date: April 11,2018
Approval Date: July 16 2015
E-2
SKMAJA A7HD mrLAI
ACK
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT
DESIGN PRESSURE RATING IMPACT RATING � oEW eurAa7e�ve oeo-sc�Y IapaRAr
CASEMENTYVINDOW eTKURARAr 9fIrAN30*1113OR as@ANNEAL
VARIES, RATED FOR LARGE&8MA4LL tA1•AtBSALED AHBItlCA.pec. F@AT.eTR�f71lpaR0
MOR
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO Y WITH THE SEE SHEETS 8.9 MISSILE IMPACT RESISTANCE e7Aes g3A89
REQUIREMENTS OF THE FLORIDABUILDINGCODE.IN( } pmm 39 2WANNEALED �
VELOCITY HU R EilDNE(H SEMIS _T
37"WIDTH � !� ?
UTTERS�REQUIRED WHEN USED IN WIND-BORNE DEBRIS 2&.476°MAX.O.C.IF WIDTH IS 11H8°GLASS BITE
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3C IN THE HVITHE UNDER 33.476'(HEAD&BILL 38 11H8°GLASS 8iTE36
OUTBOARD LRE(CAP)LBJSTTEMPERED.
4'MAX. 3
3}F eBAMd4DADE a.SEE SHEET 2
COUNTY APPROVED 32
MASONRY ANCHORS•MATERIALS USED FOR ANCHOR SI
EVALUATIONS WERE SOUTHERN PINE,ASTM COD CONCRETE MASONRY UNITS i
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLE 3.SHEET 4
4}ALLNIDODBUCKgLE88THANt-1rrTHICKARETOBECONSIDEREDIX \ 17-trr GLASSTYPEI dLA38TYPEB2&3
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED � TI�
DIRECTLY TO SUBSTRATEWDODBLIDICSOEPICTEDA82XARE1-VrTHICKOR A AI SHEEI2OC etas9arapc ypygTp eLnsssraacr—1
7H8'lAta�nTeoGREATER 1X AND 2X BUCKS VOIEN USED)SHALL BE OESIGNEDTO PROPERLY I G3A98STA X ��TRANSFER LOADS TOTHE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION UB'ANNEALMOtAeS
IS THE RESPONSIBILITY OF THE ENGINEER ORARCH ARCHITECT OF RECORD. \ WAUWAI
6)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRE88ING r 1-4-c
O.C. tAPAMSAteLAS ANERI pe0, �W AI�PoCA,9x,
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON 7esNE�OtAes 3HrMRVPAtEDtxt
38
TABLE 3.SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF / USE/THOU 38 t+p° HEAT4llT11�IDe9ASe
THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED OVERALL VISIBLE PAIR AT EACH !' [OR
SEALINGIVLASHWG STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT rt JAMS IF
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHT IS 11M6•GLASS BITE37
11H8'GLA83 BRE
INSTRUCTIONS. (DLO) / 2r OR OVER J,
6)SHIMS ARE REOURM AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3
NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF / TG31 SD 60
APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED HEIGHT 32 3t 32
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. /
7)DESIGN PRE88l1RE3: GLASS TYPES 4&5 GLASS TYPES 6&7
A NEGATIVE DESIGN LOADS BASED ON STS TEST PRESSURE. 7A' '
OLA938TAt2C
FRAM ANALYSIS AND GLASS PER ASTM 03130 / 7MANArL SYAME0
8.POSITIVE DESIGN LOADS BASED ON WATERIEST PRESSURE.STRUCTURAL! M ANNE MO
CYCLE TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM 0300.. 1 T47R*YH9M MINIS
1
IWAMPAI A90•sd6mIRARAY
8)THE ANCHORAGE METHODS SHOWN HAVE SM DESIGNED TO RESISTTHE 311e'*"Wp ANW40 PC
WINDLOADS CORRESPONDING TO THE REQUIRED DEVON PRESSURE.THE B NABS 3Mr AHNENEDCR
33-lR%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX.O.C.IF IS 35 HEATSTFRIIII 711ENED
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4•MAX. 33.4' OVER WAD&BILL) GLASS
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER �,VISIBLE —�
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING COOE FOR CORROSION RESISTANCE 11H8°GLASS BRE
REFERENCES:TEST REPORTS FTL-TOS,3579,358%Mt.ELCO ULTRACON TYP.ELEVATION OF (3�-�
OA;ELCO CRETEPLEX NOA;MISVAF&PA NDS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DEVON MANUAL. CASEMENT WINDOW
� 32 °D PRODUCT'REVIEW
as comOft tvM ftFimide
TABLE t: GLASS TYPES 8&9N,1 -p$19.,3 AA
•• ••• • • • • • •• 111n 4*Cd
ara �)O
One Types • BMleel;7• • • • • • • ��` 4YNN Iyj i� RavI W. DOW. Revww a
• • •• • • • • • `�..�. .........<<F,P
1Br18°Land 118 An-A90°PVB-118 AR GINNEYAL410TgS..•.....-_•..-t �` �Z; �G�BE
2 7118 Lams 01 An-.O.80-3,18 An) •• •�• 43"ATMON_..ae-..s....Ie.Ie...-.--.1 �Y « R"waft a
3 7H8'Land 18 HIS-.09V -3118 HS) 7 GLA29LG DET 9 1 y8TO5 LM )11&16 �ATEA
4 718 lams.Ki(1lV An-711 Air-1/8°A9-.O90°PVB-u8° 5 =
ASSEMBLYTUBEDETAILB.,«..-...3 � ® Oasciiptton° 0fO°"
ta°LeDd.Ki tub• -7118°Air•1,8•An-.080'PVB-u An B 4 '1f(. 4 GLAZING DETAILS J ROSOWSKI
8 718°lApn1.Ka(3118 An•1/�A(r- 18 An-.080 80- 9 qi - q b •. �w� vow
7 ESItHNPREBSIJRE9•.-_...•..•a&9 i'A 1070 TECHNOLOGY OWE rWr
B 7,8 Lsml.K3 18'T-IAL°Atr-3h An-. 50.311 B• AB�aMBLYDNAR431ROM_AT..A 10 ',Do ..F!on`°" ���` N.VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
�, fi �(r,.` P.O.BOX 1529
Le1Id K8(3118°T-114°A1r-ins° 080 3(1-31 ) 7 • • • • �i,r`SSroNA�,,� tmom,FL 3x274 S-I-Vroaar servo: : 1uar No "
•Pva o BUT BY KURARAY AMERICA INC. A LJNINI�'R P E CUT.OF RUTH.#29296 CA-740 NTS 1 OF 10 MD-CA740-LAA A
'SCS'=SENT RY KURARAYAMEFWA INC. P E 488TH
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION INSTALLATION INSTALLATION
OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4
INSTALLATLONANCHORS DISTANCEINSTALLATKINANCHOR8
INSTALLATION ANCHORS
INTO2X WOOD. � DIRECTLY INTO MASONRY.
DIRECTLY INTO METAL
AS REQUIRED PER
TABLE 3.SHEET4 2 EMBEDMENT REQUIREMENT BUCK WIDTH
ATTACHEDTO
BZ —� TYP.ANCHOR •:.•:.. tWMAX 16 18 10 11
SHIM ATTACHEDTO
TYPE. VENT 13
c EMBEDMENT SILL 012 STEEL
AND EDGE :,. a B 80 12 83 SELF-DRILL 0
SMS,SEE TABLE
6 1 DISTANCE PER 3.SHEET4.
SUBSTRATE. O 20
22 23 a SEE TABLE 3. °.
SHEET4.
g
DADE APPROVED
EDGE 18 84 MULLION,AWM.
MU
8 DISTANCE aoeaocwcm.ro/ 38 39 84 STEEL FRAMING R
3837 �^ STEEL STUD.
• •• 82 82 ATTACIEO TO VENT 801 38 37 81
ATTACIEDTO
FRA81EJATo[ 13 EMBEDMENT 1 i.- VISIBLE UGHTWIDTH(DL0) 3 8
83 70 FOR&LUBBER REQUIREMENTS. 8 EXTERIOR
XE TERIOR ATTACHED TOSEE TAME 4.SHEET 4. WINDOWWIDTH
� JZ
„ J„MB OPTIOWAI ADDON V
12 FLANGEBILL&JAM HORIZONTAL SECTION A-A
EGRESS
81 11 SEE DETAIL-'71
ETAIL FORMULAS;
JAMBIDTH,WASH HINGE.WWDOWWIDTH-13.1!2
HEIGHT
NOTE& Al..BELOW OTOS, WIDTH.EGRESS HINGE:WUJOOW WIDTH-7•V!
VISIBLE 14 10 � 1)USE ONLY SUL38TRATEAPPROPRIATE / 1j WHEN M�TALLINO HEIGOIT:WINDOW HEIGHT-S
ANCHORS LISTED ON TAKE 3.SHEET C / COMBINATION UNITS.
LIGHT FOLLOW EMBEDMENT AND EDGE / ADDLTIONAL SN,RTALIATION VI--LJOHT FORMlAA6:
HEIGHT BUCK DISTANCE LIMITS.ANY INSTALLATION IV MAX, ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7
PRO) HEIGHT OPTION SHOWN MAY BE USED ON ANY /� / -t— B�TALLEDTHROUGHTHE HEIGHT:WINDOWHEIGHT-7
SIDE OF THE WINDOW. / / + WINDOW FRAMES AT 1G MAX.
ATT I ASSEMBLYTU13ECE TFROM EACH SIDE OF TEERUNE.
FRAME
-TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1f2•
J THICK ARE TO BE CONSIDERED 1X ll, SEE TABLE BELOW:
ATTACHED TO INSTALLATION&IX WOOD BUCKS ARE rIM
FRAME JAMB OPTIONAL UNR MAY BE INSTALLED AdMondAn*019 Rs*M ae�
DIRECTLY TO SUBSTRATE.WOOD BUCK .-{ �•. 10`MAX SEE DETAIL A2,BELOW Sdtha Fow Vibe A
DEPICTED AS 2X ARE 14WTHICKORaftWVtlew A
ATTACHED TO GREATER 1X AND 2X SUCKS CAH N USED) W1dA A B.CS C
VENT JAMB SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTLM A• 0 0
82 WOOD BUCK DESIGN AND INSTALLATION _ 2VV-280 0 1
38IS THE RESPONSIBIUTY OFTHE ENG94M 2r* 1 1
39 83 OtARCHITECT OFRECORD.MIWMUM f Wkdow AMW
17 SHR1 THICKNESS TO BE U4•. n`. H A B.Cd D
20 18 18 1T•22.0 0 0
82 DETAIL DETAL 23•-2W 0 1 PRODUCT REVISED
21 Ai A2 284 1 1 a cmplyh*WM am FuRms,
S X15-oStQ•18
• • • • • • • .. Zpt$
Revised W. owe: Lk
PcodnG•
ILYNN
19
mimed Bi owe: I Reckten A
1/4•MAX&14a • • •• z,k r No.S87os •• - LM 5/15/15 No c21ANGETHIB sHEET
• • • .� ?C(s -�`' S""' ®
CROSS SECTIONS&INhmul
J ROSOWSKf
caNaiETB Owe
PERANcrIOR ' ` ' ..Z• ;• �• • • • • '�•°, �T�{E ,• �r� 1070 TECHNOLOGY� rarw
�, • ` •• • • • • 'O'• e�
REnuLaaENT. • • • • • %'�` FcoR+o?•'
N.VENICE.+� 3427s CASEMET WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION OPTION 3 • •• • • • • • ••• �� S'S/dNR1- NOLPcoM 1 112214 �T-74'0
sBro.Mo xo•INSTAI.IATtONANCHOiSTHR000H VERTICAL SECTION B-B ,�{{, , P,E,� CWT. �., �2Bzss NTS 2 OF 10 MD-CA740-LM A
1X BUCCSTRIP INTO MASONRY. P E886708
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT NO) PRODUCPRwimD
sa e4anP+Y WB wOM Aye llo�a
�►-- 10'.SEENOTE 7,THIS SHEET pp�Fj'O Ig•13
FIGURE 1: FIGURE 2: 7401=8---ce � Da+s
AWBy
D FRAME
WINDOWHEIGHTa ASSEMBLY�~ TUBE FRAMEASSEMISLYTUBENOTEB: 1 Q
+0',SEENOTE7. J 0 uj
1)piMiENS10P18SH0YMNARE L)•)
THIS SHEET 740 SERIES \/ TIP-TO-TIP DIMENSIONS FOR EACH =
INDNMUAL VRVOW,FOR SIZES NOT
MANDDtiV (�A
WINDOW —� // SHOMM•ROUND ETOTHE NE)(T N_
WINDOW
I AVAILABLE WIDTH OR HEIGHT 1-4
E DMENSION SHOWN ON THE TABLES. V)740 740 �¢Q
SERIES FRAME SERIES Lu
CASEMENT Y "`
ASSEMBLY__y�FRAME ()CASEMENT,AWNWOORFIXED z Cdj
WINDOW W' E TUBE CASEMENT)MAY BE ATTACHED TOTHE FRAME ASSIENIBILYTUSE.FOR
Z J
ALL WINDOWS. d
i r NOA v,
FI7 W DESIGNPRESSUREPRESSU�ATITI�t�S. Z a .o
'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE W
740SERIES / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO W (V
INDNIDUALLY COMPLY WITH THE
EXTERIOR RESPECTMENTS ENOA. THEIR } >
WINDOW RESPECTIVE NOA.
\ / 7408ERIE3 7408ERIE8 4)FRAME ASSEMBLY TUBE TO BE �� �C m Z f3
AWNING CASEMENT' FASTENED TOVMHIDOW,A88HOWIN � .�
DETAB.S•WITH MIN.#12 X V SHEET Y
FOR SINGLE UNITS: WINDOW' WIDE METAL SCREWS.USE THE SAME 47 qq
CASEMENT
MIN.012 X 1'SMS SPACING AND QUANTITY AS THE +>J Q
1)DETERMINE YOUR WINDOW SIZE OFRMAMECASEMENT
GH FRAME OPPOSITE FRAME MEMBER. W O W I i
AND GLASS. JJ
B)THE FRAME ASSEMBLY TUBE MAY � W Q
2)KNOWING YOUR ANCHOR TYPE ASSEMBLY Y NOT EXCEED SY IN LENGTH(AS USED
U
AND SUBSTRATE,DETERMINE TUBE MN.012 X BJ A S3'FLANGED WIND(MOR BE -J LL k
YOUR ANCHOR GROUP PROM MN.012 X 1. USED IN TEE OR CROSS
TABLE 3,SHEET 4. +'SMS 740 SERIES THROUGH CONFlOURATIONS.
INSTALLATION
3)FROM SHEETS 54L FIND THE NSTALLATION yTHROUGH 0)THE FRAME ASSWSLYTUBE IS ® o N o
SHEET FOR YOUR GLASS TYPE. HOLES �REQUIRED TO BE CL{PPED TO
FIND THE PRODUCTS DESIGN 740 SERIES THE SUBSTRATE.ALL EXTERIOR
PRESSURE FROM THE TABLE HiASEMEt4s E RJOINTS TO BE SEALED BY INSTALLER. L'xLABELED'DESIGN PRESSURE WI��Y � TUWINDOW 740 SERIES z r;9
"O FOR SINGLE W INDOWS ALL TUBE PD(ED T)FOR ALL COM804AT10N UNITS,
AflIC+WR mpg. WOR CASEMENT ADDITIONAL B48fALITK>rl ANCHORS a oY o
HORIZONTAL SECTION C•C <3 WINDOW` MAY NEED TO BE DWALLED
4)DIMENSIONS SHOWN ARE THROUGH THE V&WOW FRAMESAT $z z
TIP-TO-TIP.FOR SSS Not 10'MAX.FROM EACH SIDE OF THE u
SHOWN,ROUND UP TO THE NEXT AOR EACH WIDOW N A VERTICAIJ Y IXH HORIZONTALLY COMBINE VERTUAI 9ECf W1-D-D VERTICAL.SECTION E•E FRAME ASSEMBLYTIBiE
AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE SELOWF. ��
DIMENSION SHOWN ON THE 1)DETI]ZwBNE EACH�,�,,,M�,�,�11'',w,,,1MN ��@Q UP.SEE FIGURES 182.THIS SHEET DETERMINE YOUR ANCHOR GROUP FROM TABLE 3.SHEET 4. Adel AraMe�s aftewh `�� �`(LYNN af/
TABLES. "`� `� D� "`>� S>dw Pwms THAs A `�F
a)FROM SHEETS S S,FIND A PMAIR rVu"N4`: `• WinCaw
S)USING THE TABLE LABELED •• ••• •• • • • •• < Width A S,C60 r'f:• r •'•TY '
9I?NDOW/ANCHORSREQ+HRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED tPRESSURE(P�•7FORWAVOWSA7TACHED70AVERTICALFRRMEAS YTUIE' ORMESIGN �` 17-2a9 0 0 Ho.X8705
(TAME 2,SHEET 4�DETOWNE PRESSURE(PSFI FOR I44NDOW S AT7ACBR?TOA NORIZONTAL FRAMEASSEMt#•YTUI#� DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.IHIS =
THE NUMBER OF ANCHORS BE DONE FOR EACH WIDOW IN THE ASSEMBLY.AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS MOWN ARE TIP -TIP. 23•�.S' 0 1
NEEDED IN THE HEAD.SIU.AND FOR SIZES NOT SHOWN.FUI% THE N"AVjUW WID"Of M%fT DIMENSION SHOWN ON THETME8. 2a'+ + + •.•� . Of-
MUST
JAMBSOFYOURWINDOW. -J "�� "' ��" F w Ammer 0 3 ATE F V✓:
I�TALLASPERTHE 4)USING THE TABLE L -rrlptwwMP4r�+�ttutrlr(1'AI2.> E�'4).DETERMINE THE NUMBER OF/U4CHQRSNEEDED NTHE HFAD.SILL AIDJAM63� HspM A B.CBD %,''�•'•.!P<OR10P.•'•�ji`:
INSTRUCTIONS ONSHEET 2 • •• • • •• • • • • 2V-fig, 0 t 'i�S/UN,,.A'y1-�
5)INSTALL AS PER THMSTRUCRONS ON SHHWTS 2-3*=E THATWODITIO*AL ANCHORS THROUGH THE WINDOW FRAME NTC THE SUBSTRATE MAY BE REWRED(SEE gr, 1 + A LY{i�au KSPE
SHEET 2J,AND THAT MN.012 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY'TUSE(SEE DETAILS ON THIS SHEET} PPAam
••• • • • • ••• • •
• •• •• • • • •• ••
TABLE 2: TABLE 4•
Whtdow AnOhme Requlmd Jamb Gnubbw LOCat)ODE PRODUCTRBWISED
ec e•epH7e3 arm Ow plod"
mdw2r 25.1811•' 27 ) S3•tl2' PVB t 155'0 19.13
AM=Gt*Op AndwGtoup AactgtRitaq Rpee 1.4&W ftm 2,3&84q >+so 2DIS
A a C& A B C&D A B C& B C&D 8 C&D A 8 C&D A 8 C&O
Jamb 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 �.mw tiotre 1Y neet.taxn B7 Pwlbea'
HOWISO 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 $ 3 3 8 eee each WA&.
2&18NS Jmac 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ma O.C.
Hem= 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 17 max.atm 12"max.Mm�c
3• Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 am 8S oath od&30• each end&3S Q
HwMM a 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 S 3 4 9 max Mr. max O.C. Lu
Jeri 4 4 4 8 4 4 8 4 2 8 4 4 8 4 4 8 4 8 8 .�_�A GE%l 8Y KURARAYAMEMCA.INC.
Hesd/81A 2 2 2 2 2 2 2 2 2 2 3 2 S 3 2 3 S 3 3 4 3 'SG'=SENTRY LAS"BY KURARAY AMERICA.INC. p
Jscxb 4 8 4 4 8 4 4 8 4 8 J22
4 8 8 4 Hem8818 2 2 a a 2 2 2 a 2 2 3 9 2 S 3 9 8 d 9Jana 8 8 48 8 4 8 8 4 8 8 8 4 8 8 4 8 8 USE THIS TABLE FORALL WINDOWS PER THEHBaalBtp 2 2 2 2 2 2 2 2 2 2 3 3 2 9 8 9 8 4 8 ELEVATIONS ON SHEET 1 SAMPLE CONFIGURATIONS:
Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DIMENSIONS SHOWN ARE83' HaNfB® 2 2 2 2 2 2 2 2 2 2 3 3 2 3 S 3 3 4 3 WINImTIP-TO-TIP, ul7r - Jamb8 8 8 8 8 8 8 8 8 S 10 10 8 8 10 8 8 10 8 dHead= 2 2 2 2 2 2 2 2 2 2 3 3 2 3 S 3 3 3 3 2)FOR 812158 NOT
Jamb 8 8 8 8 & 8 8 10 8 9 10 10 8 8 10 6 8 10 8SHOWNROM UP TO 11 1 J LL
7S HUM 2 2 2 2 2 2 2 2 2 2 S 2 2 3 2 3 3 3 3 3 S WIDTH OR HEIGHT X U )AVAII.ARLE �•• O
Jamb 8 6 8 8 10 8 8 10 8 8 10 8 8 10 8 DBtENSiONSHOWNON U UJ
HWMZI 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 THE TABLE X O O to 04 (� Q
tc az p .
TABLE 3: O 4 z
Gac+P S"ANNEALED SO LAMI.GLASS.
Anober SuDsUate EmbadPlace
merd 1t4 MASONRY ANCFiOR3WT�OCONCRETE 7 Be PINATION SHOWN BELOW. ryREQUfRED NO ANCHOR
104•steel UtUacon HoVow Both 1• 8• 1-114• No CA8t3MANCHQR& 111 �-• w
8.Pine 318' 1 1,918' No A)FROM TABLE%ANCHORS C&D ALLOW A DP OF 0 80. 1 •U _ L Q
Lu
A 014.steel SMS( 8083• Ahan mr No �A p
of 014.410 88 EMS A30 Steel 9/&• 818' No 8)FOR THE JAMB FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
AM .33 3B' BIS .OSI•,20 Ga No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE
&Poe 5w 1• 1-w No
8 012,sal SMS(GB) 8083.78 Mn. 3A1' .030' No C)FROM TABLE 2.8 ANCHORS ARE REQUI II:D IN EACH JAMB.
*0012,410SS 8MB A36 Steal 3W 5W .OW' No `o
(Y.33 3/&' No D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. N
28810 2-tt2• 4 1415 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10• '� + "d
1w a"Ultram Ccttmata 1• 4• 1314• No
Hollow Block 2-012' S' 1•U4 No ER RALES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY oZLJ
C tone 1318' Yes SIDE OF THE AWNING(HEAD&SI.LI 4 "�1 `�
012•seal SM8 8083.15 Ahmt. 518' BIS 0713' Yea Q o o
0012 41088 8M3 A38 Steel 918' w .080" Yee
A883 fir.33 OGS 18 Ga es oz z
S.P11119 9/8• 1• 14(8' �I)�DCASEMEPiTANCHORS(8EESEPERATENOAk +y
2fir —4W6— Yee a A)V%TABLgt�ANCHOR8 C&O ALLOW A DP OF+70F83.1. 1
of 014,410 8S 8MB A38 Seel 6p3 Y
AM 80d,Or.33 3AP 518' 8 Os Yeo • 0)RFR'14E IM(B,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25 �����p11Y LYAly
2 Coacmte 9' 4• iS14• •Yes • 4SU68OFKTE DESIRED AND DOES NOT REQUBiE THE ANCHOR PLATE
I=om male 2- 4 1 Y • • • • • L10EN3 F �
F ''•.9
D 114 steel IALteOot FR Boric 2-1W S 114• Yee • C)AtO1�TA 8 ANCHORS ARE REQUIRED W EACH JAMB
Filled Stock 2-Ur 4 / Yee D)SIMILARLY.3 ANCHORS ARE REQUIRED IN THE HEAD&SILL _ No.58705
1/4 41089 3.35k Concrete 1' 6' 14/4 No -
CmIeFlmc Hdow soak 2 Ir 1-114 No -
9 Bk 1-114• S 1 ••eE)OISTgtS=A1481i0RS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET '7
$115 s1ee1121maon $ock • f • • L ;���'., SY E
Ftp Block 2-Ur - 7-6
•1 • w • Fe)�PER�R�ULETSt10*SHl!ET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4 d• '�C�` '',:c<ORIOP,.•'•�'�'��
_ • •f"AS"Y•" OF THE FM CASEMENT MEAD&SILL) I � ��tS�s�
iv
ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND•ANY META•SUBSTRATE • • • t� 401 '''A4Qy�p(,t�,1P.E.`
2)ANCHORS MAY BE HEXHEAO.PANHEAD OR FLATHEAD. PE368w06
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
TABLE 6: MWISED
Desna Preamae 0�1� �a 8hWsdom,All AnchorOm" 1)5/16LAMI(1/8 AN-.GW PVB-1/8 AN) Badinscaftvb
m »��s
4)7/8°LAMI.IG:(1/8°AN-7/16°AIR-1/8°AN-.09(r PVB-1/8°AN) t o5t9•OD16
wdor7a' 26.16118' 2741/4 37 33117 3S 'PVBwBUT BYXURARAYAMERICA INC.
order 23' ♦701-0 *70l-0 ♦ ♦ 8D +70680 +70190 ♦ BI
W! t +79/80 +7W-W +701-0 ♦70-0 77-90 ♦ T u•
7-90 •70190 + +701-& +79140 470190 •7W-w yy8, 1 .
+7W-0 +70180 +701-0 +7010 +70-0 +701-0 + HOOK
+70140 +7W40 • -W +791.99 +701-0 *WW +7&1 2 1 a
8r' +701410 •7040 •7014• + 9 +701-0.9 ♦70-77.7 +701743 1-� _
83' +70198 +791-0 +7-80 +701443 ♦70-798 +70173.7 +7p 701
72' +79t-0 +7rF8)Z NO-77.7 IN-3
1.9 WIDTH
+SW ft4 +W-80.9 +1.09.3 SEE SHEETS 1&4 FOR
78' +70�-0 ♦7d 94 8 +70016.7 M-7 3 H 88 9 +h 872 N 8 wINDOW ANCHORLU
84' +701-9 +79/•80.4 +7071.3 ♦8W41ZI +1-042 ~
LOCATIONS AND QUANTITIES.
i9 LLI
Z
g
r
TABLE 6: LL
d U o
DestplPrassweL"tarWla mABadtedtoaveBeelRONAsm*Tube
whaww�n Z It g U)
ID uader23 21:1&%' 273!4' 30' 33t/2' 3S' 3T p 9c
N le
Anchor Gm* Aoc orOf** Anch 0wip Asd&G" AsdWGfM AnchorGmp A"G000 r� to
A B I C D A B C&O 8 AC&D B AC&O A 8 C&D 8 AC&O B AC&OIZj O
wMw2V +7-90 +701-0 +7W90 +701.90 +701.90 +79r•90 +70-90 +701.90 +70-90 +78780 +70/90 +70190 +M40 -M4D +701-11 +701.90 +70.80 +70140
25-161181 +701-90 +701.90 +70.90 +70190 +70.90 +70.80 •70190 +70.90 +70.90 +7-90 +70140 +7-90 +70140 +70-0 +701.90 ♦741-W +711 9D +70-0 (q z
38318" +7040 +TO-7}.8 +701.90 +70690 •70$1 +?V-W +7090 +70.90 +79.W +70-0 +701.911 +791.90 +701-0 ♦701.90 +70140 +M40 +79.90 +70.911 t�
48' +701-73.1 *0-7.3 +70-0 +791-90 *0948 +7-90 +70.90 +70-11 ♦70140 +7097.8 +7014D +7040 +7-78.8 +7040 +7W40 +70-0 ♦7098.9 +7040
50W +M.3 +1.54.3 +70.90 •70.90 *041A •70-90 +7040 +7040 +V-90 +70842 +7040 +7040 +7-74.0 +70190 +70892 ♦7040 +70443 ♦70492 0
80' .1•58.6 +14&8 +70.84.7 +70-0 0.51.8 +791412 +7040 +73J&.9 +7040 +70.702 +7048.0 +7040.3 N929 +701806 +7-7&2 +70141.7 +70.712 +701-743 O Z t-
Or .1.55.7 +/43.8 +70447 +70(49.5 +1.49.3 +701.77.3 1 7M40 +70.72.3 +7040 *04&9 +70194.3 +7W78.5 *0•599 ♦T-7&5 1 +70.71.8 +7W73A 1 *047.8 +7W40.1WMAX
FRAME LLI
TUBE
TABLE 7• '7- Wz m
Des"Pramwe WO br Wlr m A9aehed to a FbdmMd Frm a Asson"T09 � W0400M0
e
order 2Y 2318118' 27404' 30 39.1/? SrWINVOIN FRAME
ASSW&Y z�t�.r`•
Dawp Drmp timuP (•psD Amhartda•p AnoAm4touP AnohorOroup TUBE ::4= -- All]= a 4
140 0
All AD AD All 8 A.0&O A 8 C&O A 8 C&O ilrMMAX ('h•1F�' oZ 8
u der23' +7040 +7W-D +7W40 +701-0 +7W821 +7W-0 +7W40 ♦74%nA *" +70199 +7W743 +79!40 1 ADD SEE SHEET81&4 FOR WMOOW ANCHOR o u
23101/8' +7W-0 +7W40 +701-9 +7-90 +7W8r • J."WA A + +701 +7044 +7W-0 ♦791-r I ANCHOR LOCATIONS ANDADDITIONAL
I ANCHORS
EE 8HEE1'
38318' +7040 +7W-r +70180 +7W-D +?WOO -711416 •+7of�• t 711 +7WW 770-0 +70-0 (41 IF REQ. 3EORANYAORTHEFRA EASSE
REQUIREOFORTHEFRANIEASSEd93I.Y
48' +7040 +no +70140 ♦70190 ♦ ♦ ♦ +70190 +79680 +701-9 TUBE �` � .........
t10-/8' ♦70140 +70140 +70140 +701-0 •79F8D + •+ • + +7W�2 +701892 770 .2 � � . 't,1GENS '
+7040 +70-0 +70140 +704&& +70l�! + ♦*P17.7 +7".7 +760P.7 +7Q-74.3 +7W44.3 +79W43 SEE SHEETS&4 FOR WINDOW ANCHOR
83' +701-0 +70140 +70180 +IW443 +701711.8 ♦7W7&5 ♦791-78.7 +7&4&7 +70173.7 ♦7&40.1 +7W70.1 +TWA9.1 LOCATIONS AND QUANTITIES.SEE SHEET N0.58705
72 +7040 +70-72 •70177.7 7701715 +BW-24 +801424 78W4r.9 +8W4" ♦80140.9 414W 4402 +140.3 3FORANYADDITIW4At ANd10RS S`
7$' +701410 +701-4.8 +70178.7 +F�.3 + ♦ .3 2 2 W-we +1466 +m&5 REQUIRED FOR THE FRAME ASSEMBLY
84' TUBE+w +7W-WA +7-13 +80421 fN-f2 a*0-4.2 • • • •
-0 ^��� .8�E• ��.'���
.... P \�
1)8�SHEET 4 FOR/umiTl0kAl8AMPLECOI•fftOURATW. A<t1N14Mmt�dbs
2)BEESHtT4 FOR SNUBBER QTS. P.EemSmB
••• • • • • ••• • •
• • • • • • • • • •
• •• ••• ••• • ••• ••
••• • ••• •
FOR GLASS TYPES:
TABLE& PRODIXTRUVISED
oe 7Freseu<a peI)for Si77�ewh7dows ADArohor(i7otps swwftooa
2)7118°LAMI(3116 AN-.090"SG-3110 AN) ss gvr8b8eePbdda
a '8fi"=BENTRYCiLWwSYXURARAYAMERICA9O.vradwVrAh
,s_o81°I t8
7etdeT23' 2b-16116' V-3W 3C I 33.111' ar 37• T_
D
mder23" +801-138 +8&-130 +BW.138 +8&130 1 ♦901-130 +801.130 4801-130 WINO f
25,115W +8&-130 +8&-180 49p-13D +9*130 +8&-130 +9111-13111 +910-130 "EIGHT
38318• +8&-130 +90.130 +9&-138 +8&-130 +901-130 +9&-139 49&-= i
48' 48011130 +8&•130 *M-130 ♦8&•130 +901-138 +801-130 +8&-190 J- 4
l�5f8 +90.180 48&130 4901130 +9&-190 +9&•130 +9&-130 ♦9011130 -4 +-
80' 48&-130 I +9&-130 +8&130 49&130 +WPM 48&-130 40OPM W
83' ♦90-130 48W.tW +20-130 +8&-130 ♦0-130 +80.130 48p-Y18.8 SEE SHEETS I&4 FWOOMANCHOR
y
72• +901-190 +99-130 +801-130 +W-M +8&128.1 +8&122.8 480.113.8 LOCA11ONSAND QUANTITIES. N
78• +9&-130 49&-13D 489-130 +8&130 +9&-1241 480-118J 49107.8 QQti
tK• +8&138 48&130 +8p•13o +801•130 +80.1184 N
WUt •tl
Z
o
TABLE a At V 9
OnIMPressureeafy for WNdorlsABachedtoa+Andes!Ross Assembly Tube oC9 a LLLL
WgWowWldA
undw23" 2516118' 27.314° Sr 33-IW 36• 3T a U) 04 (L
M Andw Gw* Ar4w GIM And70r OmW An0m GrW Andar 0mo hvjw rap AnctW Gfap U)
A B C D A D C&D D ACBD A 8 C&D A B C&O B AC&D A B C&D
under 23• +T&80 +Tp 911 17&•90 +7&•96 +7900 +7�W +70190 47&00 +7940 ♦7&90 +70190 ♦7&80 #70.9111 +70140 +70190 *7014W x70.90 +7&90 +701.0 +7&80
2515M&' +7060 +701911 47&90 +70140 47&•90 •7014D +70190 +7&•90 +7&-90 ♦701.0 +7(•90 +701-0 17(00 +7&•90 +701.90 +79.811 +70890 ♦7&410 ♦7&90 +701811 O (A Z
3&318` +7&•90 +79.71.8 ♦7940 +7060 +7&•81 +7014D +70/40 +79.0 #M40 +79.0 479-0 +70140 +7&410 +701.0 +79.90 +70140 +M4 470140 +7990 +70140
48 +701.731 *1-07.9 +70.0 17&•0 -1414.8 +7940 +7&40 ♦70190 +7(00 +7090 +701.87.8 47&410 +71140 +701.20 +79 911 +79-0 +79.0 +79.0 +711418.9 +7&00 N �
80.818" -1-it3 ♦144.3 +7900 +70140 +141.4 +70/90 +701.0 +70M +7990 +7000 +794&.2 17" +7(90 +7&90 17991) 1701401.2 +7&90 +7&90 +7(443 +701.0
Sr N4&8 -1.48.8 x7&447 +7940 *141.8 +70141.2 ♦'0f-W +797&9 +79.0 ♦78F88.8 +701.70.2 ♦7(90 +701.80.3 -1017&8 47(00 +701.7$2 +7900 ♦7990 +7(.71.2 +7&90 W Q gZ `
LU
83• Nob 7 41.0.6 +70140.7 +70148).9 Q 49 3 +70177.3 +7&00 47&72.3 *W W +70/46.3 +1418.9 +7900 +797&5 +7974.9 47&40 +70411.5 ♦7990 +11U46b -167.8 +110-911 � �O �3� W
FIA OW
TABLE 1a
10'MAX. p86EM8LY
TUBE
iO
DesWPressem,f4aQlorWbld0w8AU8CIIBdt0eH0dtatalFramOAssembly TW*
S19tDOW bMdj •w
e Wbstaw Wldh iw94DOW FRAME-ASSEMBLY F01lOtiT Cp�Xi�
bider 29' 2518118' 27,914" 311• 33.112' 36• 3T HEgHT
Andw Ambor Andw Andra Ander ABChQ 7U� i m m
AnWa0teup AixhaBrap ,� I WpropMy l ANCHO WLL
aaY Bte71P 6rnup Orot91 0lraip �P t0"MAX. •-moi i"'� 0µ9g08
A3 A8 All AD B AC&DPA B C&D A B C&D YY�TH (41IFREQ. oZ z
Under 23• +7940 +701410 +70140 +79-20 1701421 +7990 +79.7&5 +701.90 +79.90 +79743 +711.90 T ADDITICNN' SEE SHEETS 18 4 FOR VWdX f ANCHOR
25t&18* +7940 401.0 *70140 ♦7&40 +70140 +70190 + 40 +701.0 t t .W +71140 ANCIF RE LOCATION AND QUANTITIES.SEE SHEET
AN ff OR
98318 +70110 *7&00 ♦701 90 17(0 +7990 +7(0 • • i79�D • •+ W +79.0 3 FOR ANY ADDITIONAL ANCH ��1 f rr�
48• +701 17(00 +70140 ♦7940 +79.90 ♦7(410 ♦ +1111118 •+7&•20 +711.0• I W6i011iY�, REQLIIRED THE FRAME ASSEMBLY ```���0�.(LYNWe�
80 6+8 +71140 +7990 +70100 47wvu +7&90 ♦7&00 +M-% ♦ • &7fp + + +Tp W -"ITM
80' +7940 +700 M+*W40 *70140
1740 +7&90 •+t10►90 �70V90e +JW>W •+901.20 +71140 SEE SHEETS I&4F0RYM8da0NlANCHIXt
83• +79.0 *781.90 MORS
+79!10 +7&40 470-0 +7&40 +7(.80 +79.0 +70.90 +7&00 LOCATIONS AND QUANTITIES.SEE SHEET 'X Nn.SS705
72• +7&00 ♦70100 ♦7&•90 +7(•90 +7(•90 +7&40 +70100 +7&00 179.0 +70106 8F0RANYAOOITHEFRIONAL A EASSE
REQUDtED FOR THE FRAME ASSEMBLY tY
78• +7&90 170140 17&90 +7(.20 �7p +7(-90 701 179 +701 +7(00 TUBE. ''•O O is.•�:
84' ♦7&40 •7(40 ♦77940 ♦7(80 • • • • • • :�U S TE 2
PLORVO
1)SEE SHEET 4 FORADDITIONAL 8AM KECONROURATICN9.
2)SWSHEET4FQIt8NUBBERR VLMMMM
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLEt1: FOR GLASS TYPES:
MOP Pmmm m W4 w8bgb WWW.M Ancbw t W 3)7/18'LAMI(3116 HS-.090'SG-3(16 HS) PR0O ptyiagR=,,,.
yea,wam 7)718"LAMI.IG:(3/16'AN-114°AIR-311W HS-.090"SG-3116"HS) Bult4tescaao
9 718"LAMI.IG: " " " l - 13
,",��• ae-tyt� �� �. ��. 95. �. ) (3/18 T-1/4 AIR-3118"HS-.090 SG-3/16 HS) Dme ►jpJ$
un9W V ,981-138 *W4W +9-130 +901-138 +881-130 +891-130 484.130 %G'-S9fTRYM.AftY WRARAY AbEWC&W. B7
28.18118' "Of-= +9W-130 +901130 +8W-789 +991.130 +1911790 +94.130 a roQuC'Con
88.918' "Win +901.130 +9N fW +9.130 +80.130 +94-130 •84-130
48' ,94-1311 *906130 +4101130 *901-130 +80130 +901-139 489130
60818' +9-130 +94-130 #01-130 +90130 *881130 ,00130 +8W130 T_ 175 Q
OD' +9-1811 +90130 +84130 +84-130 ,80139 +001-M +901.130 WINDOW W
83' 1 +9-17 1 +90130 *941 +9-130 +8-130 +801130 +8-130 � N
7r +90130 *8-130 4110.130 +90130 +90/•130 19WI30 ,9-1311
7B' +94130 +94-080 .9-in +901 +90/130 +90130 1 +9W13o 4yyp4p8p4r co w �
84 +84-IN +8-t3o +801130 +84-IN I *8Wt8D VADm cc �Q
SEE SHEETS I A 4 FOR (aZj
L AND QUANTITIES. Z
TABLE tx � ' c
Dwim Pm ma(psi)to Whdom At scW to a Va el Fame Ameway Tube d U t7 J LL
a o
W6tdwr Widh
cc
uMa2S' 26.16118° 27.3!4' 39" 33141° 35- 37• Z
Andiff G=p Andmr Gmp AtWlor QM Amamr 01o9P Ar"W a oup k4bor em p Andwr Go* W)
B C D A B CAD B CAD A B CAD A 8 CAD B A.CAD A B CAD O LL} 0
uadm231+1-f[" +11418
7146 +79.90 x701.90 s74.90 +7499 +70.90 •70-90 *70r40 +74.gp +70.� +70.90 s7440 *70.90 *7tl-90 s74d10 +70-90 +70.80 *74.90 +7arA0 � o
�. 251811870.90 +70.90 *7090 *71-90 +7490 +7Q190 +7090 +70 g0 +701 9p +74gp +7490 a7440 +7090 *7490 +1490 *7490 +7W� +7490 +74-90 '� �
39W7471.8 +70/•90 +704) +70141 +7-90 •70L90 +70.90 +79.00 +74.90 +7090 +7090 •70140 +794.90 +7944 +7WAD *701.90 *7W90 •7090 +74.90 Q U��
48- 9.3 +70140 +70.98 *144.8 +7040 +7049 +7090 +70140 +7090 *7047.8 +7&40 +7040 +7&4) *7-90 +74.90 +70.90 *7090 +70.88.9 +700 UJ
!9)518- .81.3 +7040 +78M *141.4 +7W40 +7440 +7010 +7040 +70.90 +7943.2 +7W-0 +7940 +7040 +794) +701492 •79•OD +70140 *70.84.3 +)W90
8040.8 +70.847 +7040 *151.8 +70812 *7090 s79-76 9 +7040 +701 89 8 +7070.2 *7490 •71�.3 +79.75 8 +7090 s701 7A2 ,7040 +70140 *70.712 *7040 ll l Z r
83• *143.8 +7040.7 :79.88,5 *1-49.3 +701.77.3 +79.90 +701723 +7040 +704&9 *148.9 +7440 *74.78.6 +7&74.9 +-N.W *70718 +7040 *70485 *1.�.8 +7&•m J ( (0 W Q
Q U
� � W
FRAME a
AEbffiLY
TABLE 13: 10-MAX--{ �- TUBE
DeemPresmWQwVftd aA1adWtoaHmkwMFmneAmemblyTube
3
25
e underWbulal YMdth 11YQtDW! "r ill e� Ws
23• .15%8' 274141 37 33-tir 36• 7• WMDOW FRAME ��r O
HElOt11' -ASSEMBLY
Andw Atwbw Antler Anolmr ambor An4tw A�atmra�v TIw L_
0-0 �P G-P am* �P Omup AnclkcrGmtp WINDOW o0 0
A) AD All AU B ANCHOR
-CBD A 8 CAD A 8 CAD
lir MAX (4►IFRED. z
u�2r +79.90 *70'•80 +701-0 +701-0 +7&42.1 +7040 +7990 +1&M +10.90 *70-90 *7W743 +701.90 ADDITIONAL. SHEETS
c 2 u
SEE BHEET31 A 4 FOR tlyU4D0411ANCHOR
2516/117• +70-0 +79-0 +70-0 +79-0 •7940 *70411 +70149.8 *7090 *7-911 +W4W +lw-w +701-) ANCHOR(4C4O LOCATIONS AND QUANITTMS.SEE SHEET
38318' +7040 +79-0 *70-0 +7W-90 *74410 *70-0 + +7090 3FORANYADDn=ALANCHORS �1L llll
48' +7040 +70-m +70-0 +79-0 +7-90 *79-11 +9040 +79-0 o7Wt19D 40-0 +701-D +7-g) pL8tD0NY� QUIREO FOR THE FRAME ASSEMBLY ```��� (LYNN
68445' *70-0 +70-0 +70-0 *70-0 +74-0 +70-90 • +70140 WIDTH
` Q F
fW° *7090 +70-0 +70'-90 +79-0 *70.90 *70-90 +90980 •.}9P-90 •'70� iPOf-) .70-90 +70190 3EE BtIEET81 A 4 FOR WWDOW ANCHOR •.•y�
83• +7940 +74.90 +70-0 *79-0 +70-0 +79410 *79-0 +70-0 +10.90 +76911 +70190 *71-90 LOCATIONSAND QIUWTRIEB.SEE 8tiEET • No.58705
7r +70$0 +70-g0 +701-90 +7040 +70.90 +7040 +7040 +71-0 +70-0 +70911 *71410 +71.80 3FORANYADDITIONALANCHORR .
REQUBtED FOR THE FRAMEASSEA Y / '
78• *701-0 *70 90 *70-0 +70-0 +701-0 +70 SO •70 BE.
+704180 ♦ • • +74.90 TU -�p'•. ST TE
54- *701-0 +704410 +70-0 *7940 +7040 +70-90 0 • • •
1 4 FOR ADDITIONAL&LE CONFKKIRAT 0• :• ••• :• ••• ••• .��/S/o�`��
2)96&H WT4 FOR 8NL188ER�. P'&'
lt8»
• • • • • • • • • •
• •• •• • • • •• ••
FOR GLASS TYPES:
TABLE 14:
S)7!8°LAMI.1t3:(178°T-7/18°AIR-1/8°AN-.090°PVB-1/8°AN) FRODUC7'7tBY19�
a DadpPressumO trSlnoVWfd-.AllAnd-Q W 'W8"=BUT BY KURARAYAMERICA.p1C. m � witbt4oFlmtAa
9-do1q.,5
VVIDUNVAMwdWW X16118' 87.3/4' 33-,Ur 3F 3r 1-o
Ti,
��
order 2r +70680 +7/46 •70.80 +7090 +70690 +7W90 +7/96 B7
284018• +7090 •70.86 +7090 +7060 +7090 +70410 +7090
3938E +7090 +70880 +7090 +70680 +7090 QW40 +70680
48' +7090 +7096 +7090 +7090 +7090 +7W� +7090 7-
60-W •7090 +7040 +7090 +7090 +7090 +M" +70690 f Q
or +7090 +7040 +7090 +7090 +7090 +70196.8 +70684.8 WINDOW �
83' +7090 +7090 +7090 +70140 +7067.2 +70.84 +70-83 HEh31iT T
J
7r +70.80 47040 +70663 470681.6 +80670 +8089.4 +80$7.8
78" +7080 00140 +786883 +70.78.7 =2 +80682 + 83.3 e1omw W ti
84• +7090 +7090 +7061.3 480-0 +8041.8 WWTH N
SEE SHEETS 1d4FOR LU {'---
WMIDOWANCHOR
LOCATIONS ANDaIANTITIES. Z Z 888
TABLE 18:
Daslp Pms=ares for Window•Altdwd b a VwBW Fien Aeeombly Tube e U O
M JLL
under23' 28•tBiiB' 27414' � 30' 934/2` � �' Z $O
Ar�orQQo AndwOmlp AnobwQoup Andwe" AnshorQaup AnWWG" AaohwGmW N d 0 Df o
A B C D A 8 CdD B A.CdD A B C&D A B CdD B A.CdD S A CdD V- �- to
und02r +7040 +7040 +78140 +7W40 ♦7060 +7090 +7090 +7090 +7040 +7060 +7060 +7090 +7W-W +7W90 47W40 +7090 ♦7090 +7090 +7/90 t1� Q 3
�e 25.16118' +7090 +70190 +70/90 +7090 ♦7040 +7090 +7040 +7W40 +XM +7040 +7090 +7040 +7090 +7090 +7W90 +70.80 ♦7090 +70F80 +7040 q� ,
38318' +M40 +70-1.8 +7040 +70190 +=41 +7090 +7W-W +MW +7W40 +7040 +70.80 +70M +7040 +7W40 ♦7090 +W-W +7090 +7040 +70(-00
48' +701-73.1 +147.3 +7/90 +70140 +684.8 +7040 +7060 +7/80 +7090 47090 +7067.8 +7W40 +70190 +70-8.8 +70040 +7040 47040 +706&8 ♦70M
8808' W41" +W.3 --;7W-4M+7040 +141A ♦7/90 +70190 QW40 +7090 +7090 +70432 +7090 470190 +70-4.8 47090 +70M2 +7040 +7044.3 +70M
80' +148.8 +648.8 +70607 +7090 +141.8 •70912 +7040 +7045.9 +70690 +706893 +7/-02 +7090 +7014ML3 +6823 47/90 +70676.2 +7W8d8 +7001.8 +704a.8
83' +148.7 +6433 +7060.7 I +701493 +649.3 +70-77.3 +7040 ♦7W42.3 +7/.80 +7046.3 +68&9 +7060 +70-83 4688.9 +70W.2. +7001.8 ♦7044 1 0.9.8 +70-9.9 J (0
.� �. FR8LMABLY �Q
AME
10'11-1-70 TUBE
TABLE 18: m
Dn%n Piesimm a"for Wbdowe Attached to s Naizoad From Assembly Tube HEIGHT • ,�.� n m
v wk7 T i
under23' 28.1078' 87614• Sr 3&'If2' �' 3r " -ASSEMBLY .-4"ANDOW{...--FRAME Ate'ANCHOR 2 vs g
HEIGHTXV
Anchor AtOw Anwar Anchor Anchor Qoup AnohorQap AnWlaQatp TUBE wro7H (4),IF REO.
Slow e" am" Qom
1-8 1-9 1-8 AO B A,0 8 0 A B C d 0 A B C d 0 10•tdAX SEE SHEETS d 4 Fai WINDOANANCHOR n a
LOCATXW AND QUANTITIE8.SEE SHEET o>'
=W2r +78690 +7090 ♦7040 +70.00 4706821 +70.80 +70411 +70083 +7040 NW40 +7W-4.3 +701411 ADDITIONAL
3 FatANYADDITIONALANCHOR.4
28.18118' +7040 +7090 +70411 +78190 +7090 +7W40 •7944.8 +70190 +711140 +7044 +7090 +7040 ANCHOR
REQIiIREDFOR7HEFRAMEAS86dBLY
3898' +70190 +7040 +74680 +7090 +70090 +70.811 ♦ + + +7040 (41.IF REQ. TUBE• ```11 111j1
48• •701-80 +7090 +70690 +70690 +70140 +7060 •78190 +70180 •d►0.80 +781430 447 90 +7090NN h1/(�
w9roaa 0
6688' +7040 +7090 •7090 •7090 47040 +7040 • • ♦ ♦ +7090 --.-I WIDTH �+-- ��5�`T:3GENSg•'•. moi:
or +7090 ♦7/90 +7/40 +7040 +7090 +7090 +78►�.8 •7!00.8 4680.88.8► ♦70440 •7164.8 +7044.8 SEE K';'•
88' +7/80 470140 ♦70690 +70V-90 +70h872 470615 +70$4 +7060 +7064 +7008.8 +70-8.8 +7018.85 1 d 4 FOR WO�iDOVVANCH� yS7O6
ANTITIES.SEE SKEET
7r +70190 +70140 +7048.8 +70613 +�00 +8000 +8068.- + .a +80168.4 +8087.8 +8047.8 46087.8 8 Fns ADDrnOUNAL ANCHCRB _
78' +7040 ♦7040 +7068.3 +70-8.7 +1 5 •801 2 66.8 ♦ +301 3 4801.83.3 REQUIRED FOR THE FRAME Alt 6.Y �/7 Lu
ea• +7/90 47W40 47061.3 48078 +8/813 +80618 • • . . • -USE ' p' S't a��
1)SEE SHEET 4 FOR ACWTIONAL SAMIU CONt•13URATna �.2) P
BEESHEET4FOR81 MERROCK OUMNB.
••• • • • • ••• • •
• • • •
1 :0:
• • • •
• s• •• • • • •• ••
••• • • • 000 0 •
FOR GLASS TYPES:
TABLE 17:
Ovelp
Pressure 4"ar"Is Waidow.A9 AW W Gray. 8)718°LAMI.IG:(311(°AN-1/4°AIR-3/18°AN-.OW SG-311(°AN) u�eF as
8)7180 LAMI.IG:(3/1(°T-114°AIR-3/18°AN-.09V SG-3/180 AN) H,15•d5°+•t3
Dab S
undor2r 21-16118• 27.9W 30• 33-IM' Sr 3r BY KURARAYAM1RiCA,B�.
Under 2V +901130 +WI30 +W-i30 +WIW +80Ft38 +WIW "CA-130 BY
28.1x18' +801.130 +W,130 +901.130 +OW130 +W 13D +WI30 +80180
S"W "00-130 +90/130 +90/130 +90!-130 4901.130 +90V-t30 +900.130
48• +901130 +9-130 +9014W +801.130 +8-1190 +9W430 +901.1 T Q
804W +9Wt30 +W-111 +801130 4901.130 ,901430 +800.130 +BWI30 f
or 49-130 4WI30 +901130 +9-190 +8W IN +9W-130 +80Y ISO
or *WIN 48-130 +9W-130 4901-IN +9W-t30 4WI30 +BW-130
7r +901430 +9G 130 +801190 +801-130 ,OW130 +901/20.9 +90111&7
70• "W-130 +ig6136 +801-t90 +8W13o +90112&2 +BW 11&7 +011109.8 -4 + �1•� ti
84' +901-136 +9-130 +801-180 +9W130 +110111&4 +STH
SEE
ANc►OFOR a � otS (C�j
LOCATIONS AND QUANTITIES. d Z
zQ
OealM Pressure Q"for Winches AOecEed to a Vokd Fame Asserow Tutu (� a
LL
Wf 901108 z O
ui�er x4' 2618118- 27.314" 3C' 33ll2' �' 3r Q O
AWW!Harp AWWGroup An"QM AncimGroup AaebWQroW AncIrarotaq AnBrordare N y N
A B C D A B C&O B A,C&D A 8 C&D A S C&D B A•C&O A B I C&O 70
under 2r +701.90 +701.90 +70190 +701.96 +7W90 1701.90 +70F90 +70140 +70190 +7000 +70•90 +70410 +70690 +701.80 +7W-9D +7W40 +701.90 +M40 +7W9D owa � []
28.18118' +701.90 +701.90 +7W40 +701-90 +701.90 +7W40 +MM +70140 +7940 +70140 +W-20 +7W40 +70190 ,70140 +7040 +701.80 +70190 +701.90 1701
3"01 +70190 +701x1.8 +7W40 +70190 +70181 +701-9D +70190 +7090 +7040 +707• +7090 +7090 +70190 +70190 +7090 +70190 +7000.80 +70190 +7W40 +7090
48° +701711 +147.3 +701.98 +70WD 4!84.9 +7W9W +7W90 +70190 +7090 +7090 +70187.8 +70190 +7090 +70140 +70.90 +7090 +M0 +70140 09418.9 +W-W
WW +(80 3 +140.3 +701.90 *+7149.5
+1814 +70190 +70!90 +70190 +70.90 +70190 +701 832 ,7090 +7490 +7090 +7&90 +7018x2 +7090 ' +70190 +7084.9 +7090 D.
or 41-x.8 +14&8 +701847 00418 +70181.2 47W90 +701.7&9 +7090 +7018&9 +7W7&2 +7090 +7018&3 +701.7&8 ,7090 +701x82 +70190 +7090 470-71.2 +7090 Z
0r +145.7 411-40.8 47018&7 +t 493 +70-77.3 r+=9D +70.723 +7090 +7W-W3 +1-88.9 1 +70190 +707&8 1 +70174.9 +70190 +70141.8 +70190 +70188.0 +W.8 +70190 (J� (7 UJ Q
FRAM g d U
IWMAX.--� �•.-- ASBEM9LY
I TUBE
TABLE 18:
Oeelp Pressure 01ery for Wudm ABa00rod to a Hodowdat Frame ABsWnbty Tidis WINIM ,w
HENINT G!
Whbae Wlddl 4Y9iom FRAME 1 v' a
e usder2r 254611V V-Sr 30' 33.12' 3B' Sr HEIGHT ASSEMBLY .L I
An¢hW Andwr Atwd�W Anchor Qrrpq Am9rW Qraxp TUBE F�WuIHAIR a o t
Grew �+F �P 10•MAX (411F REQ. ro.z z
AD A8 AD A0 S A,C&D A B WC&DB C&D
Wrier 2r :7Q190 +70190 +70190 +70190 +701.82.1 +70190 +701{9 +70-78.8701x4.3 +701.90 ApD1TWNAL SEE 9IiEET31&4FLOCATIONS AND QUMRITIES.SEE MEET
28-i8H8• +7W90 +70180 +7W9O +701.90 +70180 +70F80 +7 *70186 IFRED. 3FORANYADDITIONALANCHORS `� i
p7r
+70790 470190 +y&Bp +70190 +7001 +70!90 + 701.90 +7080 REQUIRED FOR THE FRAMEASSEMBLY �\ �r1LYNAI 4f+70140 +70480 +70180 ,70190 +70680 +70190TUBEL
+ +7090 w0t00W{ �er4.tCE+70140 +WM +70180 +7-90 +7W40 +70190 •to78I90 90 +7080 lYO1TH4Z. _+70190 +70190 +79}00 470i9D +7090 +70180 +701.80 +70680 +70190 +7&80 SEE SHEETS 1&4 FOR W NDOWANCHORNo.88705ADOITIONALANCHM
+70140 +70190 +70!80 +70190 +70190 +70180 +70t9O +M40 +70/•80 +7090 LOCATIONS AND QUANTITIES.ME SHEET
+7090 47090 QW-00 +7090 +7080 +70190 + +7&80 + + + +7W.SO REQ3FOUIRED FO FRAME ASSEMBLY �O�j+7090 +70140 +70!410 +70190 +70190 +70180 +701901• + • + +7040 TUBE.+0146 +70190 +WSO +WM +M.0 +7090NOYM
• • • • • • i��S.:!�<OR{01.•''G\`���
• •• • • •• • • • • �'�is�ONAL�\J``�
1 4FORADMICIN&SANIKECOWAIRATIOML •• • • • • • J ttee`` 111
A LYI®Y t'�lt�i.P.H.
2)8EE BHEET 4 FOR SNUBBER REQUIREMENf8. P.&fIeB706
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • ••• ••
••• • • • ••• •
TABLE 20 --- j 1.124'1 -
item area Deeodpoon Mablial ASSEMBLY DETAILS cer
1 7082 blain Frame Head,Sill&Jenb 6083.75 Alum NOM A34'
2 7071 Anchor Plate 6083-T8 Alcan ALL DETAILS SHOWN FROM THE BJTERtOR 2 918, 126•
3 7003 Sash To Bottom&Side Rail 8088-TSAbxn.
4 70M Frame Comer Key Red .438' Nota 2.701'
S 7009 Sash Corner K Sted 3 .1182"
6 7078 Frem Ge" %"I Foam I t.189r
7 7072 Sash ComerGadmt Vbgl Foam 2784. 2139`
8 7070 Bulb Weath .187"x.275° Fk%PVO 70
10 7024 Waft Multi-point Lock SASH 1 FRAME HEAD. 3 SASH TOP. 71 FRAME
u 7= lock plate Steel O SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE
l2 7014 Mull A&Keeper steel AS REQUIREDET 4 PER 2 CORNERS #70OZ60 -T6 MOr8083-TB #7004,8083-T8
13 7013 BarGuide Nylon TABLE 3,si� 1
14 7MS TleftAuernbly Sled or
15 1 702B MaximOperatorWW 24 Ste
dt
•16 1 71127 Maxim Dud An Operstor,WW>24" Sled 1 -1 .0wt o04" j
17 7030 Gasket VW Foam .L�.441 � I` 1
18 7081 Operator Badd Plate Steel 7 .Oar i 428 "I .
19 7051 Operator SpacerBlock Nylon 3 FIXED
20 7032 Stud Bracitet Sted ANCHOR PLATE SCREEN FRAME ADDON FLANGE
21 7033 ratorTract& Dual
Seder Arm lei Q#7071,6003-T6 SO #7006,8083-T8 70 #134.6063-T6
22 7023 Egress 10 Mamd.by Truth Slad
23 7050 ggress Hi a IM,Mand.bvTfuth Steel 5
24 1 SnubberAo>wutgf steel 060' Dom'
31 OuraSeelpacer Steel --.'.'-ql-+-1��; •moi'
32 1713 9loct x lr x 1- 4" EpDM
33 1714 Setting
ad B "x 7 16"x 1-2/,r EPDA
35 7036 land Bead B 8083.78#1urn.
36 A42 land Mad C 6083.78 aero
37 7069 land Bead D 6083-T6 Alu t
38 1224 VI Bulb pleat PVC 70 35 BEAD 6 B 38 BEAD C
r62
1225 VI Bulb in Flex PVC 70Jl7036,8083 78 #7042,808178Dow899Sildtxm9ackeddt INTERIOR
7006 Screen Frame 31054*4Ah 70M ScreenComer POOPUpcarte 6 .17Y
Semen Coth F>bwg—1635 Sween line EM.PVC 4 870' .tom
64 320 Screen swnless steel �--
70 134 d•onF a 8063-T8Juum. FRAME 1 — �— '
71 7004 frame Tube 6083-TBAlu
Bo 08-32x Ph.Pn.MackScrTYPE8 stelydesaSted CORNERS 37 BF�oD P 0V=RKVMW
81 1157 si8x Ph Pn SMS 8takdesss�ed #7059,8083-78 wc0MA74t8ty dwFlmkla
88
82 88x 5/8'Fl.Ph.SMS Stdniess Sted1t 1 t I I r rrrr IS•Ob14 13
83 88x 7 A.Ph.SIVS Stabdess Stall •• ••• • • • • J y sued sr. sora Revlsran B
86 f8x l'Fl.Ph.TEK stakAess steel i ••i i i u
8S x 1"Quad Pn SMS She Steel • •• • • • • •
86 98X 1- Quad Pn SMS sae Steel • • • • • • • •r.: >'c
• sensed sr: re: IPavtslmr a
•• ••• •• . • •+• Lao.58705 LM 5/1515 CHANCiETHl9 SHEET
87 810x 1"h TEK siegdesasteel /�+'�
89 810 24x Ph Pn.TYPE F Stebdese sted U'uv mown
90 x 1„ph•Pn•TEK stmt `7 l• lS f _ ® BOM AND CORNER VIEWS J ROSOWSKI
• ••• •. ••• :. sa ;'amu,
• • • •• ' Sp�A��G`Z•`� P.O. Box 1529 CASEMENT WINDOW DETAILS-LM&SM 08108/12
•• •• • • • •• • '�� / r 11 t t t t t , NOKOMIS,'FL 34274 so$- adeP Scala WorMe No. Rev:
•• • • • ' A Lnaa MILLER P E CEM.OF AM. #29299 CA-740 NTS 10 OF 10 MD-CA740 LM A
P.EA 96708
• • • • • • • • • •
• •• •• ••• ••• •• ••
i
I
MIAMFOiAM MIAMI DADE COUNTY
W PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street.Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(780315-2590 F(786)315-2599
PTANCE 0 OA www.miamidade.eov/economy
QMes
industri
Technology-�Ie
North Venice,FL 34275
Scon:
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 or material fails to meet t e requ the applicable building code.
La CtFFJL"'� described herein, and has been designed to 1 with the Florida Building
Code,including the High Vel ty Hurricane Zone:
DESCRIPTION:Series"CA-740F Fixed Casement"Aluminum Fixed Window-L.
_ Window Details -
I""sheets 1-through-11 of 11,dated 08/08/12,with revision A dated 05/15115,prepared by manufacturer,
signed and sealed by An a Miami—Dade CountyProduct Con�t+o+l&Vision'•••;•
stamp otice of Acceptance number and eX=ucontrol
iatni► Sae1e Comfyoduct •.
OI Section. •••••• •• •••••• !
•
MISSILE IMPACT RATING:Large and Small Mi •••••• • 000000•••••
....
• Each mut shall bear a permanent labelr' •or logo;•city,state;•;••.
model/series, and following statement: iami- a e Approyetl;,unlels,dthaiwise"•••
noted herein. •• •• •••• ••••••
RENEWAL of this NOA shall be considered after a renewal application has beenCfil00JO ind 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 bdbh a fevisiori 8Mange •
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#12-1218.11 and consists of this page I and evidence pages E-1 and-E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA ,No.15-0515
ffl�UUJIMlJW7Y Exp D 18
fry�t5 Approval Date: July 16 2015
`r t Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.12-121&11)
2. Drawing No.MD-CA740F-LM,titled"Fixed Casement Window Details—LM",
sheets 1 through 11 of 11,dated 08/08/12,with revision A dated 05/15/15,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 a series CA74OF
aluminum fixed casement window,prepared by Fenestration Testing Laboratory,Inc.
Test Report No.FTL-7063,dated 09/17/12,signed and sealed by Marlin D.Brinson,
P.E.
(Submitted under previous NOA No. 12-121&11)
`/•••
C. CALCULATIONS •
1. Anchor verification calculations and structural analysis,complying with FBC-St: ••
Edition(2014),dated 05/16/15,prepared by manufacturer,sigfiAl d seated�y ,•400:••
Anthony Lynn Miller,P.E. ••• • :6000:
2. Glazing complies with ASTM E1300-04 •••••• •
.... . 00000
00
D. QUALITY ASSURANCE • •
1. Miami Dade Department of Regulatory and Economic Resourc-s NFR). ...•
...
• •
....
E. MATERIAL CERTIFICATIONS :0000:•••••
•• •
I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.forSeir
"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.
Manuel P ez P.E.
Product ControA519.15 iner
NOA
Expiration Date: April 11,2018
Approval Date: duly 16 2015
` E-1
t
r
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May
16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
I. Notice of Acceptance No.12-1218.11,issued to POT.Industries for their Series"CA-
740F Fixed Casement"Aluminum Fixed Window-L.M.I."approved on 04/11/13 and
expiring on 04/11/18.
0000
0000 ....�.
.. . 40 . 00
040400 . 00 000000
•
. 000060 •• :0000.
0000
000.0
• 4 .
40 40 4044 ....�.
000000
0 . •
• :0000.
0000..
• .0400.
04 . 0000
44 0
I
I
Manuel Per .
Product Control E ' er
NOA No.15-0519.15
Expiration Date: April 11,2018
Approval Date: July 16 2015
E-2
Qn8'tAiallKTaD ma trumvAreD
DESIGN PRESSURE RATING IMPACT RATING GLASSSTAIX WM STN
OENERALNOTES:SERIE3740 VARIES, RATED FOR LARGE&SMALL •ecPeYY
IMPACT-RESISTANTMXED CASEMENTWINDOW SEESHEETS6.10 MISSILE IMPACT RESISTANCE IWAlaaALM ia
W-
GLA98 H -'ANIezl�teDOR
1)THIS PROM=HAS BEEN DESIGNED&TESTED PLYGLASS
WITH THE REQUIREtM�NT ILDI•XiCO ����{{.��...+���--------- S.WIDTH !� 39 � I GLASS
INCLUDING LOCITYHURRIC ZONE(HVH21 VISISLEUGHTWIDTH(DLO)
2) HIE NOT REQUIRED WHEN USED IN wgVO•BORNE 4MAX F„t_ S'SEE SHEETz 11/18'tLASS18'GLASS
REGION&FOR WSULATED GLASS B�TAUATpNS 35 SITE
ABOVE W IN THE HVM THE OUTBOARD LITE(CAP)MUST
4"MNL 1 �,,,,
TEMPERED.
19'O.C.MAX.
3)FOR MIAMI•DADE COUNTY.USE IF JAMB IS 32
ONLY M IAMI RADE COUNTY APPROVED MASONRYANCHORS. OVER OV.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE.ASTM C90 CONCRETE MASONRY UN ITS AID CONCRETE GLASS TYPE 1 GLASS TYPES 2&3
WITH MIN.KM PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. TAr T•.Now
A
A.SEE MAU STACK en8•LAAmam etA883TAM mVLAMMIED
4)ALL WOOD ROM LESS THAN Mir THICKARETOBE w / ��2 78+ �
� OIABBBTApt pSTmx
CONSIDERED 1X IN8TALLATK)N3.iX W00D BUCKS ARE VISIBLE
OPTIONAL IF UNT IS INSTALLED DRECTLYTO SUBSTRATE. U� / HEIGHT M
MFDODSUCKS DEPICTED A62XARE 1•VYTHICK OR(M2EATER. GLASS -I
HEIGHT / VW J,Wa�e 'WAIRMA E .aa•so� A
1X NM 2X BUCKS(MMEN USW)SHALL SE DEMM4ED TO
PRO'ERLYTRANSFERLOADSTOTHESTRUCTURLWOODSUCK roto) r anaAN A UC
DEIGN AND INSTALLATION 13 THE RESPONSIBILITY OFTHE
IWAWNEAUD 39
ENGINEER OR ARCHITECT OF RECORD. 23.O.C.MAX. --I�I- DBtA3S
IF JAMS IS5)ANCHOR EMBEDMENT TO BASE MATERIA.SMALL BE BEYOND W OR LES& 1 11!181!18'OLA&9 11 6/1 GLASS
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 3T gI7E 3? SITE
EMBEDMENT AS SPECIFIED ON TABLE 3.SHEET 4.NARROW
JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 23"O C MAX IF B 19`O.C.MNG fF
SEAUNOIFLAS}aNO STRATEGY FOR WATER RESISTANCE OF HEAD OR SBL 31 8p 31 M0
INSTALLATION SHALL BE DONE BY OTHERB AND IS BEYOND THE f LESS
SCOPE OF THESE BSTRUCT�18.
6)SHINS ARE REQUIRED AT EACH ANCHOR LOCATION GLASS TYPES 4&5 GLASS TYPES B&7
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE TV.ELEVATION OF FIXED CASEMENT WINDOW Wmay,
CAPABLE OF TRANSFERRING APPLIED LOAN WOOD BUCKS, atAsssrACK mataemuT®
OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOAD � taA888rApt
IMPOSED ON THEM BY THE WINDOW.
tfa•Aet8P�E 8N8'AMNRALEDOR
T)DESIGNPRESSURE.& Dues7vp- Street# 9118'TE D �Dawowrae GLASS
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST KOP111810
and 118 AR-.090'FP B-1 M 8 -- r �-re
PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM F1300 Lend 18 An-.080'SO- 18 An 8 6. ww st n�LaA9e
S.POSITIVE DESIGN LOADS BASED ON WATERTIM PRESSURE,STRUCTURAL TEST PRESSURE.FRAME ANALYSIS AIS GLASS wffl 18 HS-.090' -SMB HS9
PER ASTM E1300. emL IG(1l8• 7H8'Air-U P An-3W PVB-118'An 10 � IlMr(LASS
1/8 T-Ilir AM-lArAn-.OWPVB-IffAn 7 37 SITE
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED eml.KN 18"An-114"AIT-3118'An-.090'SCi-3(16' 8TO RESIST THE WINDLOADS CORRE9POroINO TO THE uri.IG 18'AD-114 Ah-3118"Ft8-.088'8G-3116 I�REQUIRED DEMON PRESSURE.THE 33413%STRESS INCREASEHAS NOT BEEN USED W THE DESIGN OF TINS PRODUCT.THE 1.8 aR11.l0 •114 Air-SHIP An-. SG-3118"An 8 31LAAD DURATION FACTOR WAS USED FOR THE EVALUATION OF vIL 1G 18"T-114°Air-3118'HS-.CSV Sa-3118`HS 8 32 tS PRODUCI•RSVWO
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT ffi
WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE TVB-BUT INTERLAYER BY KURNtAY AMERICA M. GLASS TYPES 8&9 e� � -
REQUBBUILDING OF THE FLORIDA DING CODE FOR•• •.. . . • "$G'n SENTRY• NTERLAYER BY KURARAY LVO. Ae�ep ce plo l�-O talars
CORROSION RESISTANCE : : • • • • • • • �` Y LYNN ",/i, Rft;w W. A"Wan a Dara /LCIS
9)REFS:TEST REPORTS FTL 7063 3879 3880.31124: •• • • `� _ •�/C F�i BY
F �F i' Reasee Dote: ReNeion A Pr•doH'
ELCOULTRACONNOA;ELCOCRETEFLEXNWt;ANSVAFBPIlND8 • A •"6S"-•"y t}C�S '•.•�Y � ey:
FO2 WOOD CONSTRUCTION AND ADM ALUMINUM DE1101 ••• pE7 _ 1 >•r:MANUAL 2 No.51riO5 3r LM 5!15/15 Mmlm
UPDATE(M4)
ASSEMBLY TUBE�T�B —a
ARMOR N ® GENERAL NOTES&ELEVATION J ROSOWSKI
• ••• bJu1TrcIls! • a•s - t 0 IS::•a'
• • • IGH SSURE�S�1�, X6.10 �pT•••. S �!/ 1070 TECHNOLOGY DRIVE rww Dae:
•• • ���,1 %,c�`�, •...... N.VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
••• i• •• • • • ����S�D�JAL G�
KOS FL1529
��`� NOMI34274 se/ea/XoAeR
P"Sm sour« s� orownp IMO Rer
�iCi'na+ m P.S. CERT.OF AUTH. ®29296 CA-740 NTS 1 OF 11 MD-CA740F-LM A
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION EDGE INSTALLATION INSTALLATION
OPTION 1 DISTANCE DISTAD OPTION 2 OPTION 4
INSTALLATIONANCHORS INSTALLATION tONCRETSIGMU INSTALLATION
NNTO 2X WOOD. ANCHORS DIRECTLY PERANCHOR ANCHORS DIRECTLY
EMBEDMENT INTO MASONRY. BUCK WIDTH INTO METAL.
_L
TYP.ANCHOR :!.e: 114*MAX
TYPE. SHIN
EMBEOMENTAND .j AS REQUIRED
EDGE DIISTANCEPER SUBSTRATE, a " 4 PER TABLE3. 2 �012 4X O
AS REQUIRED SEE TABLE 3. 3 8HEET 4 SMB,SEE TABLE 3,
PER TABLE 3. 2 I SHEET4. SHEET4.
SHEET 4 y
3 DADE APPROVED
EDGE MULLION,ALUMIRIM,
DISTANCE ST(eEI.FTRAM1N60R
y— 3B 39 STEEL STUD.
38 37 l
EMBEDMENT a• I �—LL VISALIGHT WIDTH(DLO) ---. IEXTERIOR
70 WINDOW WIDTHOPTIO - V
FLANGE@HE& HORIZONTAL SECTION AMA
SIL.&JAbffi
' SEE DEraIL�,�
A1.BELOW NOTES:
NOTES
WINDOW NOTES: WHEN tNSTALLINti VISIBLE LIGHT FORMULAS
COMBINATION UMTS. WIDTH:WINDOWWIDTH-7
HF]OIRT VISIBLE ANCHO1)USE RS
LI S ED ON ABLE 3.OPRWTE � ADDITIONAL INSTALLATION HFJOHT:WINDOW HEIGHT-7
LIGHT FOLLOW
EMBEDMENT
/ / ANCHORS MAY NEED TO BE
HEKRHT FOLLOW EAABEDMENTAND EDGE 7% 10"MAX. INSTALLED THROUGH THE_
DISTANCE LIMITS.ANY INSTALLATION /
BUCK OPTION SHOWN MAY BE USED ON ANY WINDCFROM W FRAM E OF THE FRAME
MGM81DEOFTHEWII4DOW. ASSEMSLYTUBECENTEf UNL
a 2)ALL WOOD BUCKS LESS THAN 141r / SEE TAKESELOW..
INSTALLATIONS.IX THICK ARE TO BE CONSIDERED IX
ARE 10•MAX —■I �- � �yAO afft IF RagfeLem Auwft ToeA
OPTIONAL.UNIT MAY BE INSTALLED W6akw Atdta
DIRECTLY TO SUBSTRATE.WOOD BUCK SEE DETAIL A2,BELOW aLL Widm A B.C&O
DEPICTED AS2XARE1-VrTHICKOR I 17•• 0' 0 0
GREATER.IX AND 2X BUCKS(WHEN USED)
SHALL BE DESIGNED TO PROPERLY 23'•26.9' 0 1
TRANSFER LOADS TO THE STRUCTURE 26•* 1 1
38 38 WOOD BUCK DESIGN AND INSTALLATION < WMtlow AntLoor
IS THE RESPONSIBILITY OF THE ENGINEER Heidt A S.C 8 D
OR ARCHITECT OF RECORD.MAXIMUM 1 • B 0
I Q
3 SHIM THICKNESS TO BE I/4'. 23••mr 0 1
1
DETAIL 2r+ I I
4 AlD SAI• PRODUC'TREVIM
oscifi*yiagadhthe Fhwh
A�oogtdWSte�ro�Nos
••• • • • 1X WOOD •• O Rm4akrt 018
• • • • •Bu•KtwP� ���� .1 LYNN
L!• tiCEN$F'.•Ccp Ravbed Bp: vote. RaktoawA
0.44W.go
TYP.ANCHOR TYPE, • • N4•MAXW*• > .
No.507G5 ' LM 5115115 NO��' T
DxLBEDMENrANDtxoE ,. ..
DISTANCE PER SUBSTRATE. .. .. a a. '.' ' = ® 0es"OtIbm awn ey:
SEE TABLE 3.SHEET 4. '. •.f• ;tk'= GENERAL NOTES&ELEVATION J ROSOWSKI
CONCRETE ��• ..`..•'• EMBEDMENT • U o
a• 1 I •:
MMR
IRKWIREMENTat . .. . . . a1070 TECHNOLOGY DRIVE TiMe: 9Ue:INSTALLATION OPTION 3 • • • • FS Al N.G\`�� H P.O. z,529 75 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
IPSTALlAT10P1ANCH THROUGH VERIIt 1l.$LCl'IdN 8-B;• ••• ••• �''•,`�s,10. � `�` NOKOMIS.+ FL 34274 ge, �j gem; eat: amrHg No. Itw:
1XSUCK8TRIPINTOMASONRY. ArLYlklXktkFRP.E CERT.Or AUIH. @29296 CA-740 NTS I 2 OF 11 MD-CA74OF-LM A
P.6 WHIS
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
IXED CASEMENT(0) )FIXED CASEMENT!CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT(XXO} PRODUCTREVISED
ascomo o3a0MOro9�laatda
FIGURE 1: FIGURE 2: 740 sERIES b lg"OS �!
AWNING
�D FRAME
HEIGHT „.ASSEMBLY
WINDOW r TUBE FRAME ASSEMBLY TUBE NOTES: F- Q
THISSHEET
D 1)DIMENS SHOWNARE Lu
740 SERIES �0 TIP-TO-TIP DIMENSIONS FOR EACH = J
WINDOW —CASEMENT—«^ INDIVIDUAL WINDOW,FON(622ES NOT O)
�--WIDTH 740( I l NhNDorN AVAILLAABLE�THORH GHTT NEV _ d
BEES 740 / E DIMENSION SHOWNONTHETABLES. J
FD(ED ASSEMSLYC N FRAME 2)ANY 7403ERIE8PRODUCT w J g
CASEMENT TUBE AMM" ASSEMBLY, (CASEMENT,AWNING OR FIXED
�9WINDOW / E TIME CASEMENT}MAY BE ATTACHED TO
THE FRAME ASSEMBLYTUSE.FOR
\�FIX ALL WINDOWS.USE THE WINDOWS e V Q r
CASEMENT / NO1 FOR ANCHORAGE.812E AND u•
WINDOW �,�,• � DESIGN PRESSURE LIMITATIONS. x Z A � O
•SEE PRODUCT$NOA FOR 3)ALL WINDOWS IN THE W $ (h
7403ERIE8 INSTALLATION SPECS COMBINIATIONUNIT MUST BEABLE TO � rN I Z
FIXED EXTERIOR // // iNDMOUALLNTSOFTHEIR
.YWITHTHE F
CASEMENT % �y RESPER CT NOA � {y
WINDOW / J � 6
4)FRAME ASSEMBLY TUBE TO BE m
740 SERIES 740 SERIES FASTENED TO WINDOW.AS SHOW IN
FOR SINGLE UNITS: AWNING CASEMENT DETAILS.WITH WIL#12 X V SHEETTHE
WINDOW tAfINDOYM' METAL SCREWS.USE THE SAME
((//Q�� .off•
1)DETERMINE YOUR WINDOW SDE MIN.612 X 1"SMS THROUGH OPPOSITE E ANTITY AS
FRAACING AND M MEMBER. W 0
AND(BASS. INSTALLATION HOLES FRAME O LL)
2)IONOYYWOYOUR ANCHOR TYPE ASSEMBLY TUBE
ASSEMBLYFRAME 8)THEPRAMEABSEMffiLYTUBEMAY93
�
TUBE LNOTT EXCEED 82'IN LENGTH(AS USED
MID SUBSTRATE.OUP F DETERMINE IN A83•FLANGED WINDOW)OR SE J � 4i YOUR ANCHOR GROUP FROM MIN.#12 X MBI912 X 11 sms USED IN TEE 0.t CRO98 u ~V'
TABLE 3.SHEET 4. 1"SANS THROUGH CONFIGURATIONS.
3)FROM SHEETS 610.FWD THE THROUGH 740 SERIES INSTALLATION 1°
INSTALLATION CASEMENT HOLES B)THIEFRAME ASSEMBLYTH?BEE odrn a $
FIND THE R� DESISHEET FOR YOUR GLASS GN HOLES WINDOW 1�T REQUIRED TO BE CLIPPED TO
740 SERIES FRAME 740 SOMM THE SUBSTRATE.ALL EXTERIOR uN+�
LABELED PRESSURE FROM HE TAME FD03D FJRERIOR ASSEMBLY CAEMENtT JOINTS TO BE SEALED BY INSTALLER ii c'x 4+
740 SERFS
(PSH)FOR SiNGLEVANDOWS ALL MI� TUBE WINDOW R ITR FIXED 7)FOR ALL COMBINATION UNITS. 'Zj_ '�
airCHloR CASEMENT ADDITIONAL INSTALLATION ANCHORS Witco 0
HORIZONTAL SECTION C-0 WINDOW MAY NEED TO BE INSTALLED O n
4)-TO-TI DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT ^�Z
TB+T0.T0�.FOR SIZES NOT IV MAX.FROM EACH SIDE OF THE
SHOWN,ROUND UP TO THE NEXT FOR EACH A Y: VERTICAL 8EC77ON1 D•D YERTICAL SECTION E-E FRAME ASSEMBLYTUSE
AVAILABLE WIDTH OR HEIGHT w:'. �r* • • •• SEE
DIMENSION SHOWN ON THE 1)DETERMINE E&H INDIMDt&L MO 4W YPt 4 A ID 4ASS MAKEUP,SEE FIGURES I&a THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3.SHEET 4. CENTTERIIDE'Ada"wAmbw TABLE MOW. `��� LYNN
TABLES. • •• • • • • ••• • SMo o1 Fmm TAb FA
2)FROM SWEETS 64%FIND TME BMHEI�FGR YQUR40LASS TYPE,•
vm
I)USING THE TANIS LABELED •• ••• •• • • • •• a Witt A B.O&D
(TABLES 2A&AN 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED R WAA'CtAORS RMU M M(TASTES 2A&28.SHEETS 4&5).THIS MIST BE DO NE FOR EACH WB�WW IN N• _ No.58705
213.SHEETS 4& THEASSEMBLY AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIREASSEMBLYDIMENSIONS SHOWN ARETIRTO•TIP.FORSIZESNOTSiOWN,ROUNDUPTO 1T-22.iT' 0DETERMINE THE NUMBER 0: 0 ;
ANCHORS NEEDED HEAD. THE NEXT AVAILABLE WIDTH OR""H�_'E"�IIG��HT D ON S-H�O�WNN O-NITHE TABLES. 26-1
�SLLLANDJAMESOFYOUR 4)USING THE TABLE LEo•w&OwA Um t+E 'pABLEB 2A&2B.SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEOED IN THE HEADML AND ► WMaow Alww � '' SIF. V✓��
WINDOW. JAMBS OFYpURYMISgYY. •• • • • • n4. H A 8,C&0 i'��'••,�(pR{OA.•' ���
B)INSTALL AS PER THE 8)INSTALL AS Piet THOMTRUCA014ON SRlETS 2-3•4NOIE TRAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 1T• 0
INSTRUCTIONS ON SHEET 2 SHEET 2).AWIMT MIA.912 X 1"AftcHORfARE TO BE OSED THROUGH THE FRAME INTO THE FRAME ABLY TUNE(SEE DETAILS ON THIS SHEET} �`
�. t 1 AL`16�eR P.E.
P.6 mm
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 2A:
Window Anohore Required(37"and Less on Short Side Dbunsion) PPR
AnelurType swab edwin d�8-Odvlq.l '.
A BI C OI A 1 8 C D A BI C OA B 1 C D A B C D A B CI D I I B a I C I D,
A )S
Wulff SM S7
Rda
2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 9 3 $ 32618118, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2
2 2 2 2 2 2 -2 2 2 2 2 2 2 Z 3 3 3 3 3 3 3 3 3 3 3 3 3 9 3 3 3 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 S 3 3 3 3 3 3 3 3 4 3 S 1)USE THIS TABLE FORALLWINDOWSPERTHE37' 3 3 3 3 9 9 3 3 9 1 3 3 4 3 9 4 3 3 4 3 3 3 4 3 3 ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN2 2 2 2 2 2 2 2 2 T 2 3 3 3 3 4 3 ARETIPTO•TIP.3 4 3 3 3 4 3 3 4 4 3 3 4 6 3 4 3 4 b 4 6 3 3 4 5 3 !L
2 2 2 2 2 2 2 2 2 2 2 2 3 3 S 3 3 3 4 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE oo
�v4. Side 4 5 3 3 4 5 3 3 4 6 3 3 4 5 3 3 4 B S 4 8 3 S 4 8 3 3 5 8 SHN AAYAILABLE SHORTOR LONG BIDE DIMENSION n
SWe 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 9 3 3 3 3 3 3 3 4 3 d�
53•,9B' Stb 4 S 3 3 4 b 3 3 5 8 3 3 6 8 3 3 5 8 4 3 8 8 4 6 6 4 3 7 4 3 g' t;
2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 S 3 3 9 3 3 4 93)THE WINDOWS SHORT AND LONG SIDE 6ANY BE J 03
5r Long 4 8 4 4 8 4 8 4 4 8 4 4 5 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4INVERTEDa
Shod 2 2 Z 2 a 2 2 2 3 3 S 3 3 S 3 3 3 3 3 3 4 3 3 4)SEE NEXT SHEET FOR ADDITIONAL W
By >� 6 8 4 4 fi 7 4 4 8 4 4 im
7 4 4 8 8 4 8 4 8 8 5 4 8 5 4 INFORMA•�,
ftM Ode 2 2 2 2 2 2 2 2 3 3 1 3 3 3 3 4 3 3 v-
8613!18• 610 6 6 b 8 7 5 6 8 1 5 5 8 8 5 5 8 B 7 8 5 5 7 8 7 8 6 y LL
Emil 2 a 2 2 2 2 2 2 2 2 2 3 3 3 3 3 4 3 3 z n>Q{ yg
vr ShaO Sbs 2 2 2 2 2 2 2 2 2 2 2 2 a Z 2 2 3 8 3 3 3 3 3 3 S 3 3 3 4 53 3 N ? G f4
Long Stile 8 T 6 5 8 7 5 6 8 8 5 6 8 8 5 T 8 5 5 7 9 5 5 7 5 5 T 6 b ate- o Z
or -NTI�d 2 Z 2 Z 2 2 2 2 a 2 2 2 2 3 3 3 S 3 3 3 3 3 9 3 3 3 4 3
70' oft 18 7 b S 8 5 6 8 8 5 8 8 5 7 9 5 6 7 9 fi 5 7 9 6 6 B 10 S 5 9
2 2 2 2 2 2 2 2 2 2 2 2 2 a 8 3 3 3 3 3 3 3 3 S 9 9 3 4 3 3
12„ Side 8 7 5 5 8 8 7 5 7 8 7 9 6 5 7 6 6 8 8 6 W W
81eat Side 2 2 2 2 2 a 2 2 2 2 3 3 3 —33 S 3 3 3 3 4 S 3 W
74* Shin 6 7 5 6 8 5 5 7 8 8 9 6 5 8 10 5 8 10 fi B 8 10 8 6
Soot 8kie 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 9 4 3 3 �
70, Stile 8 8 5 5 1 6 5 5 7 8 6 7 B 5 8 9 5 S 10 8 5 8 1 5 8 6 b SAMPLE CONFIGURATIONS W
&tat 2 2 2 a T 2 2 2 2 a 2 Z 2 2 2 3 3 3 S 3 3 3 4 3 9 N = 0 S
B e SWe 7 8 6 7 9 fi 2 2 6 5 8 1 8 $ 8 11 8 5 9 3 8 8 9 11 8 8 t0 12 7 8 X Z W U
iL
Shat Sits Z 2 2 2 2 T 2 2 2 Z 2 2 2 2 a s 3 3 S S 3 3 3 3 S 3 3 S 4 3 S a X X X O g X
ii,r L Stile 9 7 10 18 7 7 11 14 s 7 11 14 8 12 1 8 8 13 18 9 8 13 16 9 8 /4 17 10 9 J ' Q
ghat 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3
134' Long 11 14 8 8 12 15 8 1 8 8 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 x
Sllat SMe 2 2 2 2 2 2 Z S 3 3 3 3 3 3 3 3 3
Stria 12 18 9 8 13 17 9 9 14 18 10 9 16 18 10 9 18 11 10 <
745 t9twt Side 2 2 2 2 2 2 2 2 2 2 3 3 X O O }�
TABLES: TA13LE 3:(am*) X
Mkt. kiln kft Anoka VAL Nin. Andw '^
Gaup Atteftr I3Ub8t6ete O.C. E � PIS craw Anchor &8rekate Edge OC. Embedment A �� x o x x x oy�i60 0
nagtdteCt n anoe 0
1/4'ateelUOracen IfaBowBbok r 1•u4' es oz v
S PIre r 1318' No N14,emetSAes 80&778A1an ?3-1ffr
' 0715' Yes Q
A 014,etas!IMS TS Alan 515 SN• •4010 • •No• • • •• arf14,41088 BAai 8Ma1 080 Yee t
a W4,410 SS SMS A38 Steel 31B' lif8' • •
• • G 33 AWS W. Yea O ;�� yY LYNN
ABSi (.33 3�' ••• • 2.�k Coronets 1814• Yee qJ
S.Ptae 818' 1 2AStCormate 1.818' Yae `( �:• }CEDtSF Al
• • • 114'-dUlm-
0OWN Alm 3V8' No • • A 1loltaw Book 1- Yee •;,.:
orft$410868Me A30 Stow 3W 518' Ne FMW Block 1 Yee No.58705 't
A883 G:33 318' 118• .w G. No 114'41088 3.�tCatorele 1 No
Z=CataeM 2-1W 4' I-W No c Hollow Block No _ ::
1W stool Utraoon 28Bt Cora" r 4• 1314' •• ask Omaete 1314' -
fiSbwBbek Z-1/T 1.114' No• • 5M8'stalllAtt�on Hollow Moak 1tt4 No 1)OPERABLE(X)WINDOYYSb1AYBECA9EN�M ��Q'•
C S.Pka 518'• •1• 1318'• Yes• • • • POW Block 18/4• No W94DOWS OR AWNING WINDOWS OF THE SANE .:�CORIDP.• �`��•
012,stoat sMe(Cm 8083 75 Akmt 318 Yee ® •• SERIES. ', s •...... C �•
or81$410 SS SKISFm
Aft S 18 1s G, ryes ,PAN
NEW i anlCtl6Rs anA4ExiM ff�O 3 THREADS FLATHEAD.
ANY METAL sutiBTRATE �'�,`,r�nlV��A����1.{{����,
8 •
ALYI•�tY¢LBR,P
P.BJe8706
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
TABLE 28;
WUdaw Anchors Required(Over 37"on Short Side Chnousbn)
es ft w hdo FbdAh
AncharT7pe� A B C D A 8 C 0 A 8 C D D C B C DIA B C D Au�dt°Bum�No tis-a$tr{..y�
BzphMionl7•o 2Aia
liilod SMe 3 3 3 3 4 3 S 4 8 3 3 4 $ 3 3 4 6 3 4 8 4 4 5 4 4 5 7 B By
2&18(10' aft2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
8hml> 4 3 3 3 4 3 3 4 9 3 4 5 3 3 4 8 3 3 6 0 4 4 5 8 4 4 8 7 4 5 6
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
3 3 4 3 0 5 5 8 4 3 6 7 4 3 8 7 4 6 8 4 4 6 8 6 4 7 9 $ 1- Q
3r 8Me 3 4 3 3 3 4 9 4 3 3 3 4 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WB=M PER LU
9 4 3 5 7 4 4 8 7 4 / 8 8 4 4 7 8 5 4 T 5 5 THE ELEVATIONS ON SHEET 1.MW30MS =
44" 4 6 3 3 4 5 S 3 4 $ 3 3 4 3 3 4 5 3 3 4 3 3 4 5 3 9 4 b 3 3 4 5 3 3 SHOWN ARE TIP-70-7P. -�
Shat Stele 3 4 3 3 4 $ 3 3 5 8 3 3 6 7 4 8 4 4 8 4 5 7 9 5 B 0 /0 8 5 1L
44.1(4• Lai Gide 5 8 3 3 6 0 3 3 8 8 3 3 5 8 3 9 $ 6 3 0 3 0 3 3 $ 3 2)FOR SIZES NOT SHOWN.ROUND UP TO THE Lo
SDgt e 4 3 3 4 8 3 3 $ 8 3 3 8 4 4 8 7 4 4 7 8 5 4 8 5 7 9 5 8 0 6 5 NEXTAYAOABLESHORTORLONG 9= n,
8 7 4 8 7 4 4 0 7 4 4 8 7 4 4 8 7 4 4 8 4 4 8 7 4 4 8 7 4 4 7 4 4 DIMENSION SHOWN(N4THE TAKE. F i
4 3 3 4 5 3 3 8 3 3 8 7 4 4 8 7 4 4 7 8 $ 4 1 9 $ 8 6 6 11 8 LLI
4 6 4 7 8 6 4 7 8 5 4 7 8 B 4 8 8 4 7 8 6 4 8 5 4 T 0 5 4 3}�Wt�VSS SHORT AND LONG SIDE MAY (' J
Shat 4 4 B 3 S B 6 9 3 6 4 8 7 4 7 8 6 4 7 9 B B 8 8 B 8 ft 8 B
BE INVERTED. a
4 7 9 5 9 B 6 10 6 5 8 10 5 6 8 10 6 5 8 10 8 0 10 8 6 7 9 ti S
SAat 3hte 3 4 3 3 8 3 4 8 7 4 4 7 0 5 4 7 9 5 B 8 10 8 8 11 8 8 NET FOR ADDITIONAL d U Q
80.13118' Shls 7 9 B 5 6 M 8 5 8 10 8 6 8 11 8 1 8 8 11 0 $ 8 11 0 5 8 11 -0 -5 8 10 8 5
Shan Side
4 -3 -3 -4-4-4 8 -2 -3 b 9 9 4 4 7 4 8 4 7 9 5 5 8 9 5 B 8 11 8 8 Z 3 . LL
O
67-112" L Side 8 10 5 5 8 10 0 8 0 8 6 6 11 8 5 8 11 8 6 8 1 8 8 11 8 8 8 5 8 11 6 5 O b
anon am 3 4 9 3 4 5 3 3 B 8 9 S 8 7 4 4 8 7 4 7 b 4 4 9 8 $ 8 1 8 S [j
�. Slde 6 10 6 5 6 10 8 5 0 11 6 5 9 11 5 9 11 6 $ 9 11 8 B 9 11 B 1 tp r Z
f9tmt Shbl 3 4 9 3 4 b 3 3 B 8 S 3 8 7 4 4 8 7 4 4 8 8 5 4 7 9 4 6 N
70" 8 10 8 8 11 8 b 9 It—=8 9 11 8 8 11 8 8 8 11 8 0 9 11 8 8 9 11 8 8
Steal 3 4 4 6 3 3 5 8 3 3 7 4 4 0 7 4 4 8 B 4 7 8 5 4 7 $ O
72" ao 10 6 11 8 1 8 9 11 0 8 9 11 8 8 9 11 0 8 11 8 8 9 11 0 8 $ to
W
Sial8hle S 4 3 9 3 8 S 3 5 7 4 4 8 7 4 4 8 —8 ----4444 4 7 8 4 7 9 8 5
74" 9 4 8 B 9 71--G 8 9 12 7 8 9 9 12 7 8 -12--7 8 9 2 7
l�al 9 4 3 4 8 3 3 8 3 4 7 4 8 4 4 8 8 6 4 llt
�. SMe 9 11 0 6 9 12 7 8 9 12 7 8 9 12 7 8 12 7 9 /2 7 8 8 1 7 W
Shat SMO 3 4 3 4 5 3 S B 8 3 B 7 4 3 5 8 8 4 4 8 8 4 11 OI
O `�
84
LMBW 10 13 7 8 10 t3 7 7 10 13 7 7 10 is 7 7 /0 13 7 7 _1 pQ
Owd Side 3 4 3 3 4 5 3 3 B 8 3 3 5 8 4 3 B 8 4 3 114" Side 14 18 w 9gg3 3 -� 1LL
EXAMPLE I:FOR WINDOW SHOWN BELOW.7/10'ANNEALED LAN.GLASS,IW MASONRY
ANCHORS INTO CONCRETE,+70'-M PSF OP REQUIRFD.NOANCHOR PLATE o a w
AWNING;ANCHORS(SEE SEPERATENOAt IJ YAlfo�+aa o
A)FROM TABLE 9.ANCHORS C 8 D ALLOWA OP OF+70M. A)FR(ED CASEMEOM TABLE 9 8,
yy A)FR ,ANCHORS
NCHORS C 8 D ALLOW A DP OF+70(.83.1.
B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HASTH8IANCHMAND4 SOTRATM • • / 1 B)FOR THE JAMB.FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND 1 I I
DESStED AND DOES NOT RI?QU6iETHE ANCHOR PLATE.• • • • • • • 4408li SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. ��t LY
C)FROM TABLE 2.8 ANCHORS ARE REQUIRED IN EACH JAMS• •• • • i i • 132FC)FROM TABLE 26,b ANCHORO ARE REQUIRED W EACH JAMB e0 1tCf NaF ��:
•• ••• •• • •81tf •• /� / V.
D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 89ILL \ T D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 6ffiL No.68705 x
E)DISTRIBUTE ANCHORS FOLLOW WO GUIDELINES FROM ELEVATION ON SHEET I. E)DISTRIBUTE MOMS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 'fr
F)PER RULES ON SHEETS 2 8%INSTALL 1 ADDITION CHS"THE F WMA"SLY • •• \ F)PER RULES ON SHEET 2.INSTALL I A ODITIONALANCHOR ON THE FRAME •: O �:•%1 :
TUBE 88 OF THE AWNWO(11EM80LLL} ••• • • ••• • • 4" • ASSEMBLY TUBE SIDE OF THE FD=CASEMENT KAD A$14 ':�'r •••.�LORi9p;:'•�\�:
••• • ••• • •• ,. • E..20• 2p". _T Sa Oldf1 AILLe
�•,�- AJ3,0897p8
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
1)6/lir LAMI(118 AN-.OW PVB-118 AN)
noffda
'P1fA"=BUTACIT 0 INTERLAYM BY WRARAY AMEIWA INC. 1S-b8{q.{J_.
No
TABLE 4. Ilrek
DedplPm0at0e(pdIT4t8t4pi0 WtMew4,A0 Am2at0•up0
❑ SIM m 4 'T B7 D9do
•tlr2r 28.918' 218W 33-UY W, 4P 48.114' 59418' 1 w 63• LOMB
tm t23' +"m 4mm 00180 +0.90 +060. +&40 +1080 4 40.80 - OHM+-WW- 816E
2646116' +701.00 +70680 +0180 .70180 +70680 +70180 *70680 470.90 +7280 .701.90sms
Q
g 97' *70690 470.80 47480 +70690 470680 +70180 * 180 +70.60.4 +T0.77 +70.70.1 W
$ 484AP +0690 +70180 +7480 *mm +70690 +0684.1 +&80.1 .00!•70 +001.891 44".31 81� � 1�'
03.1!8' +0680 +0180 +01.00 40690 +0694.1 W." 4806 70 4801w.6 cc
LL
Or +70.90 +0.90 +0+80 +0689.2 +0.77 +W W.8 480+89.2 1)SEE SHEETS 1,4 88 FOR WMWOW ANCHOR -
8T +70690 470.90 .72180 401 6 40.7at +80861.3 LOCATIONSANDQUANTITIE8.
7• 470680 +70.848 +0670.7 +lMe 41468 2)TAKE DIMENSIONS MAY BE ORIENTED VERTICALLY 1
84' OR HORIZONTALLY
+70/80 +70180.4 +70.7+.3 .40.2 AS SHOWN. (),)
" a
Z
TABLE 8: a
V O r
Dodp Pm4Wf8 WfmrWhftwAUsdWtv&F==Auemdy1W0 O L9 LL.
VANA•t71•rrk0 X Z f O 0
Wtlr29.lawn 2180' wiw 8T 46' 48.1f4 wiff or or N a Q
� � Arabw
1 h•hr9miy Ai•nat0lay amMrOeuy am4v1•r• MolsWoalu
p pl•tDmuP AroM01•p
Al A6 M &j&D 8 .3,080 B A 8 080 A B 080 A 8 [glnlM
80 A B C b A B C D Tj•
adBt2V +70.80 +70680 +0690 +70180+70.92.1 +&80 +7069 +7&4&7 .89.8 +701.80+706727 *1449 +70.90 .•8a1 4101.8 n .•60$ +147.4 +70.87.6 +0690 WALT 46438 4&80.7+ a C Z
28-WW +WmW +0140 +0.90 *XA90 *W&0. 47" +WW+706767 4&.80 40180 .$0.4 +70680 tWM +MS +&40 +189.6 +W-94 +0100 + 40 *M3 4TWVA +0690 +0.W (n W
3T +0690 4&80 +7&80 40.90 +70.90 +0690 *mw +0690 +0690 +0180 +0.90 +7068& +0.90 +0680.1 t74%KG84.1 +701.71 +706738 +70.71 +7&•71+0670.1 +10..6 +70.70.1+0.7&1 y
44' +70.90 *7740 40180 +0.80 40180 4W W +0180 +70690 *70.8+8 +0180 +7&84.1+0.74.4+7&d4.1 4OW40 460187.7670 +801.87 +8&819 480.&.3+80147 +8&81.3 .41 7801$1.9 s a W
+10180 470190 40690 NW90 s70.80 s70t80.1+0661.1+70684.1+&.80,1 414T.3 +Y0140.1 480.70 4S41J0.70 4188,4 460.832 4801 N
09.18' 470.80 *70!80 +70180 +7&80 17&90 470180.1+70184,1 4801.70 780670 +8W70 +80.70 480.70 48W70 48&0. 481941ALWA LLQ U
68• +70680 470180 +0680 +70.892+01 +0671 +70.71+80.418 480.67 +801479+0.189,2 JJ_
or +10690 s70180 .7&80 +00.0.8+ +0.70.1 470.70.1 480684.3+8014t *BY841 J o+0.80
78' X
770.8E +70.70.7 .889 +1
.88.9 80.8 +1068
64' 470690 +0180. +'0.71.3 4180.2 46642 LL
1)THE WR400W8 WIDTH ASID HEIGHT MAY BE WJMTED.
n �*
�i
FIGURE FOR HORIZONTAL FRAME ASSEMBLY•RISE
pJ•'
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE z l�
10• FRAME WINCOW FRAME SEE SHEETS 1,4 8 5 u 4.
MAX ._..J ASSEMBLY SEE SHEET81,4 8 8 FOR DIMENSION TUBE I-ASSEMBLY FOR WUVDOW ANCHOR n o
TUBE W ANpiOt g y LOCATIONS ANDLOQATWNSAND
�Z
WINIDOW OUANTITIES.SEE SHEET T -t0.1MIJf. QUANTITIES.SEE SHEET3FORANcO1i
6 •s 43 0 •• T AL
ANCHOR$REQUIRED
R THE FRAME
FOR
0.09000. ADOPIONAL TMM�I*N�1UlIE.i i•i • WWDOW ANCHOR At FOA88EMBLYTISE. `�� �iLYNN
OBBitiBtON ANCINS • • • • • @ • • OBIENSIDN�'+-' (41 tF REQ. `T�••••••••(C4b�
97' t4)FIfREQ. •• •• • • • • 1 A
N0.58705 '
• • • • • • • • p':�j� 0 f U1 z
• •• • • •• • • • • %ate`SS!"Lo7na? .C3�.`
SEE BHEET4 FOR ADDITIONAL SAMPLE CONFWRAT 1 j•1F� OIL
••• • • • • ••• • •
• •
:000:
•••• •• •• • •
• • •
• • •• ••
FOR GLASS TYPES:
5)718°LAMI.IG:(1/8"T-7/18°AIR-1/8"AN-.OW PVB-1/8"AN) PRODIICTRBVI86D
;9 oaA1PI7106wkI+Da Fbdb
TABLE 8 WS-TUT INTERLAYER BY W"MY AMERICA,INC Baldrns {
A b
asslgnPrelsus(peaca69n�eY7m6o"e,At And=Goo" I BY
81ut 8Ke J{.-. B.
uder23•I 20-WW I 781P 35-17! Sr 4! 1 011 63•N8' 68' e3• LONG
.
ude32r + +7040 +W.W i ♦ +WM +7040 170.80 ♦ ♦ SIDE
WSW +W W +70!90 +MO +"M 4868- +70140 ♦7090 77-!90 +7090 ♦703WSm
g 3r 00390 47040 +?" +7" +70190 +701'00 f7a<-9D +7048D +7-F8I•- N01.70,- i 1-u Q
6Y 404W +7090 +70386 +70380 +7040 +W190 +70140 ♦7040lLOND SHORT ul-..f B= - _
63. 118' +7-140 +W380 +WF6D +7040
--' 0"0" .Td9D .Wr96 47040 ♦7087.5 1)SEE SHEETS 1,4 6 a FOR WWDOW ANCHOR (L
CO)
63 +70390 4x 38- .70390 470872 +70.79.8 LOCATIONS AND QUANTITIES. � W
76' ♦70390 4x390 ♦7019-8 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
8Y ♦W396 +'10390 .70381.5 OR HORIZONTALLY AS SHOWN. } 74 LJ
LU
Le R d
TABLE r a U
DeAp Preeeue*"fw Mf0dmA9mhe6 too Fume Ase+mOry Abe 0LL
T
uder2r WWW 27.914• 33.1R• 3r W 46-IW nlai A Z O
63•ty -s 63• fV a
AmAnotia. AnetW
* Anowaroup AnotWGMW AlawGrow AtrWOaw ArmlW a• AMWO" ArAWGaw LO t- Z
am*
Saw croasv s �
Al A6 AD A,caD a cao B A B caD a e caD A s Sao a a c o a e a o tt S )-
m ft23' + ♦70. + . . 1 '+=- +70374.5 +70470.7 41 MA +x390 i70•n7 +368.5 . +668.1 .5 +7-140 +140.8 4647.4 +701.7.- +70!40 +600.7 + + is r 833 = Z
26.1M18' 170.80 t70390 +7039D +70140 +7090 +701.64 +7039D +7x70.7 +74380 ♦70190 4184.4 +AM 4W390 ♦66a9 *WN +70!.60 4663.5 +7044 +"M +70140 W492 -10/•.TL3 +XM QW-W
8T +x140 +7039D +W39D +70390 +x380 +70x90 ♦70190 +70140 +70390 +x390 +W3W +mW4 470340 ♦7090 +70140.5 #7090 +7087.5 +x373.5 +70/97.6 +70197.5 t70379.5 *W.8 +701.70.9 ♦70!•A.9 W 7
4P +70690 +70380 +70690 +70140 H038D ♦#6380 40690 +70380 ♦7081.5 +10300 4x38- +Y&-X4 +773-0 W
48.44 +"380 ♦70140 +70380 +Wm 47040 +7790 +7040 +mw 7764 +x1.80 +7088-b +701-019 +70f-BD a/ lu
63•Y8' 47090 1x+-90 +70/•86 ♦76380 +77.80 +7040 47"
a
QB' fW39D 170380 4W38D ♦70390 H038D 170$7.6 +76197,9 Z
8s +W3w +7090 +7090 +7087.2 470.72 +706W +7017&9
76' +?ww !7090.5 d,� t!# cn s�
+ . + .5 O
1)THEVANDOWS WIDTHANDHEIGHT MAYBE WMITED. J La V
�p rA
FIGURE FOR HORIZONTAL FRAM ASSEMBLY TUBE
mn
FIGURE FOR VERTICAL FRAM ASSEMBLY TUBE 01WINDOM! FRAME SEE SHEETS 1,4&5 afif
RAMEJ'
MAXFRAEMBLY SEE SHEETS 1.4 d$FOR DIMENSION TUB Y FOR WINDOW AO CHOR
I - WMIDOWANGWI't
TUB LOCATIAND
LOCATKWAND CMANrONS.SE oZ z
NN�WN FOR ANY ADDITKNAL
QUANTITIES.SEE SHEET 10'MAX QUANTITIES•SEE SHEET
DtMENSIDr7 •• • OFIjAOI1jADDI�00W4 • • I 3ANCHORSREQUIRED 7111
n
ANCHNItSpRAWAMOD• •
FORTH•BRAME • • • A W01AL FOR THE FRAM `��� �YjdN Act
ADO904AL�S� �,•Llp7 ••• ANCHOR ASSEMBLYTUSH. v� �r1•,..........
DbEMION ANCHNt • • • • • • • • DIMENSION (4�OMQ.
qc i 40..50.705
• ••• •• ••• ••• • "T Ila,
••• • • ••• • • •• • • '�,( .FT ORO �C7
SEE SHEET 4 FOR ADDITIONAL SAMPLE COOffMMTKM A.L P£p68W6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
SS TYP
2)7118°LAMS.(3/18°AN-.090°SG-3118° PRODUCTREIMM
IR-3118°AN-.OW SG-3/18"AN) a Q10 °°
8 7/8"LAMS.IG:(3/16'T-1/4"AIR-3/18°AN-.OW SG-3M 8"AN A«mmD� sB•ostt t
TABLES: TW- YER BY RURARAYAMERICA.04C.
Deapn thees7s(paSfw 8Sn7eYYf0aoa.AOAtaim 0764116 PtOdoa'
❑ BBat818e T
tnder29' 26.16N8' 29 3h17C I 3T 40' 80' Sr 8T-V7
LOW
4"4w ♦ 130 1 ♦ 130 •9WQ0 • •190 T Sm
26.1 •90M30 497.130 4901130 ♦90!•190 ♦97.130 490Ft80 4901130 •901.130 4901.190 WE W
•80.190 4884.130 ♦801.1?9.1 ♦9011160 ♦80fdt9.7 4901100.7 ♦J-88. ♦f•99.1 H 89.1 4L79.8 ''77��-- L Z
490-190 r8d-190 4801130.7 *SOi•im ♦87.109 ♦80.879 4F84b 49AS 4-78.3 N.7S1 } �LONG -.4 _ I SHORT { _ � LL
T2' 4801190 497.410.2 ♦974157 4801+119 497.196.8 ♦97.86.1 4-81.3 +178.1 N-73A r- o
78' ♦87.190 ♦974279 497.117.1 49X12 4901104.1 490.808 ♦-78 ♦1.76.6 _ Lu
w 497.130 497.120.3 49011+49 487.1079 797.101.3 *VS 9 41-70.7 1)SEESHEET31.486FORWWDOWANCH0R ,J
114' 4904130 ♦97-1199 497.106.8 487.101.4 +8796 4-78 LOCATIONSANDOUANTITIES. 1
tar 497t90 .m 0.3 497-Im6.3 * 498 487x26 2)TA&EDD�ENSIONSMAY BEORIENTEb1lER7tGWY W
146' 4801.129.8 ♦BOt-118.4 ♦97.7689 487.98 OR HORIZONTALLY AS SHOWN. C7 Z� co Uil 11
TABLES: 4t i Q V-
Dwip Pmum 4"tir VArAom AftdWtoo F==Asswm*Tube O � LL
wmaw.omm"9w"n Z O
wgw27 MUn8' 28' w-trr I w 47 6r or orN d Q OD
0i
GmDP Qrav noeewtinwp Nwwe" AnAw oow Arowerap Arw4orB<w9+ AndwOMW V-
Lo
, N
A4 A6 M 0.080 8 0.60.0 B A 1 B 680 A B CBD A 91 Q 1 D A 8 C O O
w4w29- +7740 477.80 477.90 4 +W4V4 • r 47747.7 477.90 •! 0 ♦77.80 +1489 ♦-�,8 4776144. 47740 +1457 •-49.8 ♦ 7 ♦7788,6 4f7
2616H8' t70-BO 3743 470140 +180 0 ♦77.90 47743 ♦ ♦77617+.7 47780 +70-80 WMA 479090 +0190 4M8 •77822 ♦774D 479490 44-48.3 470477.3 +740 +5490 wi Lu
+740 470190 47780 ♦70190 477.90 +7740 470190 477.80 +0190 +W0 +7743 ♦70174.3 •7789.1 470174.7 •-88,9 ♦7788,1 +748.1 ~%l +14&7 +749.1 470190.1 (n Lu
W-112' 4�4D •7740 •7780 ♦7780 47780 177410 ♦77.80 +740 .7780 47740 477.77.4 044 477474.8 M7 4142.4 47780.6 47743.8 ♦7854 4-88.4 +7.78.3 +7.70.3 4 )1J W
I2' +780 770-90 +780 470180 +740 •7780 ♦77740 +OF90 ♦776190 470490 ♦ •77.79.1 ♦7741.3 414U +148.8 +7.78.1 •77.78.1 41822 4/-06.7 +Im-738 +7.79.8 � d (n
18' 47743 +780 47780 +70M +77.80 +740 ♦70180 +742 ♦7743 +=.40 +70478 ♦188.3 +76179 +181.9 ♦187.4 ♦77.726 477.726
9T 470190 ♦7740 +77.90 470880 +7740 •7740 +790 ♦7761.13,9 +7499 477499 +7.70? +m? •761.70.7 O
114' +77.90 ♦78180 +0140 ♦70190 +740 ♦7740 ♦7740 •776-73 ♦T7-T8 +77.79 J S2
184' ♦70490 ♦70-00 ♦77.80 470180 47740 •70196 +740 ({��
146' ♦70-90 •7740 47740 ♦77.80 1 •7740 1W X V
1)THE W WOOWS WIDTH AND HWIT MAY BE 1144ERTED $
m
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE 4
Ile-
X-1 FIGURE FOR VERTICAL FRAME ASSEMBLY TU� O X--' i
10' FRAME SEE SHEETS 1.4 8 S FOR W04DOW �Y SEE SHEET'S 1.4 5 S o'o
MAX. --ASSEMBLY W11DOWAN(*= MENSION � FORWMOWANCHOR 4'`'0,
TUBE LOCATIONS AND LOCATIONSAND mz.
WINDONt QUANTITIES.SEE SHEETT 1D'MAX QUANTITIES.SEE SHEET $
OUdEiBOW4 3FOR ANY ADDITIONAL ( 3 FOR ANY ADDITIONAL
A ANCHORS REQUIRED FOR THRS REQS•• • • • • • ••
Yet ADDIT�L FOR THE y TU ADD ASSEMBLFYRT&SE._ • ••• • • i • i
DSIENIPO N ANCHOR ASSEMBLY TUBE. WINDOW • •• • • • • ••• • �� •' ••••• F.Q��
(4),ff REO. D801d (4L 7I�Q. • • • • • • • • • ' 0.�',:��GENSr �i�
tk No.58T05
• ••• •• ••• ••• •
•• • • • • • • • • • % �` xtO....' C9
i
••• i• ••• �• ••• ••• �'iFsNA�
SEE SHEET 4 FORADORpNAL SAMPLE CONFIOURATMNB A/N1$d AffiL.�PE
P99J3T0f
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
3)7/16-LAMI(3/16 HS-.090-SG-3116 HS) mom'RuvhsD
oyWa
7)7/8-LAMI IG:3/160 AN-1/4-AIR-3116-HS-.OW SG-3116-HS) B,a1a`afflaa6coa-gym Fm1ift
9)7/80 LAMI IG:(3/16"T-114-AIR-31161 HS-.OW SG-31160 HS) A18•o9T9.� � '
TA�E10: -SG%SENTRYO YERBYM)RARAYAMEWCA.IN
D7tNgnPueawlpeSfarSk7�eMWe1a-e,A9A0okor<M••s � � .
MEl i ude ' xf erd
81a08kte
uder28' 26•M718' 79• 81-ilX 84- 40' S4- or I 63' I 671IYOHM L� 1--
WWK2r 180 +9041 MO ,BW-130 *WIN 10 ,9p- t130 +WIW +W-W WE 111 Q
3&M116- 49&-100 ♦0•-130 49.180 ,WF130 .W9b130 43•-!30 ,0•-130 ♦0•-180 +•94130 s,DE L =
LU
W 49&--130 ♦W.130 49•-180 4WIN +96130 4••-130 4••-130 +WW-M9 *WIN -7--
W-ur 4••-130 +WW-t30 ,WW-130 ,•0!-080 +9.180 ,WW-139 4.06!30 +9•-130 499-180 4 4.4 tWK3 � I 7 I � LL
7Y ,9•-189 +9•-130 49•-130 +9�18D 499130 79•-!90 4=0 JW +W430 I SME �'I BOB 1f/�
76• +90f-WO +WW130 ,99-!80 .9W-C10 ♦mia +9•-030 ♦8•-130
61• +9W-130 ,9W130 ,90F180 49•-!30 499.130 ,WW-130 KOh130 1)SEE SHEETS I.4&5FOR WWMOWANOM -I
114• 489.190 +90M30 4WW-190 490F13D ♦9W-130 ♦9W-180 LOCATIONS AND QUM111TIES. W
2)TABLE DDAENSIONS MAY BE ORIENTED%OMCALLY to
134' +8W-180 .9.190 4801.139 ♦9.139 4OW13• OR HORMONTALLY AS SHOWAL � z "21
149• ,9.180 +B&�130 +901130 +•64130
TABLE 110 LL
a V 0
PeWYr!(pantotWlnCa-eAtmoAeOteaFromaArTULs Z O
lxtaoerok11e1•ke•a• W 00
u ft 33. 364.19• 9W 31.173' 9Y 40• 96• 80' 88'
LO z
� �4 AnO7orCiuP AnrJt•Ou• An••rf,v A1oha!&ap AnehN0N1p AnelluCra• ' W U}
A0WA.PA0 A.0&D S C&D S A S C&D A 9 C&C A 13 C D A S C D u77bf3r ♦ ♦ + 40 ♦ 4 +70490 ♦70809 ,70!87.7 0148.7 +704.0 +FW0.9 + O W.S ♦44& +70483.7 +M% *146.7 +7040.7 +708•.636•MHB- ♦70140 +7040 ♦70480 ♦7040 +70490 +70740 +70.77 47&50 ,76'40 +66tA +%M ♦70150 +FS1.8 ♦7.412 0W40 .TOM *14" O&VA +7WPW 77.40 t�.)83• +70M +7050 ♦7&50 -W-W 4M410 +7040 ♦7050 -MW +70490 ♦7040 +70480 +7" ♦70480 -wo +7&40 .70480 +7050 .704879 +70480 +7050t� WST-1!9:' NW40 ♦7&40 0" 77.80 +7&50 +WW +7050 0" ♦�50 ,7" ♦7050 0" 47050 ♦7&40 419140 470M 77&40 +7W8&t ♦7040 ♦M0 ffiS•79' +96180 ♦70150 47040 ♦70.90 +70.•0 ♦7&50 +70400 ♦704.0 ♦7050 +7950 +70740 ♦IOaBD +7p.90 +7050 .7040 ,7050 77.50 77.40,70490 ♦7&50 47080 +70490 +0150 47" +T" OWN +70480 +70490 +TOM ,7&50 476190 ♦70F90 .7040 ♦7&40Z84- +7050 +70F8D +7&40 +7&40 +7&40 +TOF90 +70490 +TOM +70490 ♦70490 47•+76 +7050O114• +7&40 .7&40 +70680 .7040 ,7&40 .70140 +7&50 0V,7040 +70.80 +7050 47040 +70480 +7&40 .70499 a
1)THE WNDOWS WIDTH AND HEOW MAYBE DNERTEM
n
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME
z
10• � FRAME SEE SHEETS 1,4&S FOR WNOOW TUBE06&'Y FOR WWDOW ANCHOR
TUB-ASSEMBLYMAXWNDOWARCHOR 0
LOCATIM ANODIMENSIONQUAWTITIE SEE SHEET 6 z
womm QUANTITIES.SEE SHEET T� 10• 3 FOR
ODMNSICN 3 FOR ANY ADDMO14AL T ANCHOR M4ITRM
.A ANCHORS REQUIRED ANCHORS REQ•• • • • • • ••
WDiooW ADDIiEDrW Lr.,\ FOR THE FRAME LZ LY i FOR THE FF40M ••i i i i i i `0-m"
)LYNN fyjI
ASSEMBLY TUBE. WNDOW • •• • • • • ••• • �� pN,....... 'ice
-"�D)M I8toN�'+-- (411P �03MROM f4),IFRE1 • • • • • • • • • q`Z`. 06N38•'•., i
169.53705
• • • • • • • •
• •• , O•••. BTA lam.
SEE SHEET 4 FORAODITIDNALSAMPLE fONFIWRATgIA •• • • • • • 'i17`5'5/ONFL�-��•.•
A t1MiNP9.
PASS=
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOR GLASS TYPES:
4)7/8°LAML IGIIIW AN,-7/18°AIR-11W AN-.Off PVB-1Bn AN)
TMr-BUTACITEMPO INTERLAYER BYWJRARAYAMERICA INC. PRODUCP R11VI31
m am>pH71ag Odlb Qre Ptah
TABLE itFl i!SbS141.15
ll •m 1»•e 18
OMEN 1 {N Pawlna
LONG
uxda 2r 26101r 274W 33-112' r 44• 41144 101W Sr or
mdc2r +600 1 .80.0 .801.70 +-0.70 00 SHORT gra
25-Unir 4500.70 +80.70 4M'M +50.0 480670 ,84+•70 4800.70 48040 480.70 +8Uti70 SID):
Or +OW40 ,84x.70 .84x•70 .80.70 +801.70 460H0 .80.70 .801••70 +60670 +60.70 �
46' 48440 ,84-70 4Wx•70 +80.70 4
+
480
, *W.-70 +80!•70 +86.70 +801.70 4601-M +80!82.8
1 T_1 _
4614' +60140 8x-70 48040 .0 +8070 H4x•70 64.70 +80!•70 480648 14V)O3-ttr +8x•70 x6040 80.70 4801.70 .80!•70 ♦80.70 +86.70 +=4"
88' +80.0 .60.70 4501.70 4-00. 4800.70 +80168.6 4806849 1)SEE SHEETS 1.4 S 6 FOR WINDOW ANCHOR
w 480.70 480.70 .80h7D 480!•70 .60.70 +-0x62- LOCATIONS AND QUANTITIES. Z QW„ J 1►
76• E.
+80.70 460x.70 480609 +h67 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY F.. I}•. �
84• .80.0 .80.70 +60x•70 4b5O- atKOWKNTALLYASSHOWN. W
z a
TABLE 13: g
08Dg1 P'eseus(ad)taWOtle56Alhm0ai Eoe FtatneA4axrNry ihDO d U La KIL�
INN eeortmmensm6 r Z O
WfO0t2r 25-WnS' 274!4' 33-1? Sr 40 0Vr mw or orQ g O
Cold QVw GPM* @a4 61*10 Ar4Nm Q.uF Aroda07aq AUOWQVW Arolw M" AndwaaxF �- Z 0${
Al A11 AN AN A9 0.C80 8 A 8 COD A B OD A - COD A 8 I COD Tr
uxdw2r +50670 .O%tM 70 +601.70 .801.70 MO.70 -40" 9 .806-.1 .1.61.8 , t8060A • 7 450.70 4[7 �••
26151!8• 480.70 46x•70 4800.70 46x•70 4-0.70 +800.70 .SVn ,W0K4 +WM +801.70 0611.8 +QOtiTO +8d•70 4!69.8 480670 .80670 4R49.3 WW 40" � � Z
37• +80140 480670 .601.70 ,801.70 486770 480670 4SU40 +54.70 +801.0 +801.70 +80!•70 +Wx•7p +50x•70 .8d•TO +BOt•70 +80676 +60x•70 48p6L8 480670 � � �0 N
44• +80.70 4�Ta +60.70 460x•70 +50670 ,80.70 .eM.- 450/•70 .800.70 4500.70 +eara0 450417) +64x•70 4-0x699 +80141A 454$0.8 4801625 067 45x50.- W
48.VC 460.70 480.70 +600.70 +60.0 .80.70 480670 460.70 +8040 4801.879 +80.70 .60.0 .8041.7 +80.70 .5064.8 ;W4 .50E-4A 4 (LI W
53-1x$' .801.0 +50.70 ,SOdO +50.70 ,60.70 480.0 +80!•70 .80670 .80670 .80670 46R +5047A 4"M a Q g
6r .80x0 460.70 +-0.70 +64x•70 480.70 .60608 +60 .8 4-044.8 x80449
s9' 460.70 4 *W� 9 .r•57� p Z U A
W .5070 +80x.0 fr.= � (,
1)THEW2NDox*Sww747ANDH96HTMAY�84YHHTED. �[L �W ui
.t -! x
m
FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUSE o N a N
FIGURE FOR VERTICAL FRAMEASSEMSLYTUSE
RtAME W0400Mr F� SEE 311EETS 1.4&0
1 MAX II`- -ASSEMBLY WMMANC'sO DIMENSION TUBE FORWINDOWANCHOR 4• a
--L TUBE LOCATIONS AND LOCATIONSAND o
WINDOW OUANTITIES.SEE SHEET T QUANTITIES.SEE SHEET
DIMEIaHON 3FOR ANY ADDITIONAL I 17MAX 3 FOR ANY ADDITIONAL, o
•A• 3 FOR AN REQUIRED ANCHORS REOUMM•• • • • • • ••
� Wwdw FOR THE FRAME FORTHEYIIUE i ••i i i i ``117II r1rrrr��
'-x�DIMENSIOM��-- ASSEMBLY TUBE. _..I mmEam (4).IF REQ. ALY'}U •i i i i •i •• .��ON�1 LYNN dqj����
ND,58705
• • • •• • • • • '9:��A COF
•• i• ••• �•
• ••• ••• .���5•..... �.r`��
SEE SHEET 4FOR ADDITIONAL SAMPLE CONFISURAT1M
•.• • • • • .•. • • p
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
10
3.848' --�1.t2M1�•+— .
ASSEMBLY DETAILS , .128'•
43g 2.7W
Ar
MrT1
FRAME HEAD, 71 FRAME
a
SILL&JAMB O ASSEMBLY TUBE
#7005.6003-T6 #7044.6083-T6
8
2.203'
AS
Ir 41 L A83'
RE(rUOZED ��� 1�•'"4"'
2 PER TABLE 3. 7
1 INTERIOR : 4 •er AB3" i
INST.HOLE COVER ANCHOR PLATE ADDON FLANGE
3 #7007,6MXT8 Q#7071,6063•T6 70 #134,6063-T6
TABLE 18:
Rom I DwIl.• Deadpan fit
1 7006 lMdn Frame Head.Sill&lambs 6083-18/ I � .171,
2 7071 IMdwpIata 6083469—=7 _►T�r,� I—1[ 823'
3 7007 IMUdlation Hole Cover 8083TSAkaa.
6 7078 Frame Gasket V(*Foem . It 87440' OW
10 7065 Rxed F►mne Mde M PVC 7
31 DaraUal Somer _
32 1713 seta Blo& rx 16"x1- 4" EPOM 35 #7036 6063-T6 O #7042,6003-TO 3� #70696083.46
33 1714 Sefflng Biook W x 1-71W x 1-114" EPOM
35 1 7036 I0esdB 6063-TSAWL
36 7002 19odC 093.T6Alwn.
Px0V=RBVI39D
37 7069 l0ead D 6003-TS Akmta as cmuoying eBb aro Fonda
3B 1224 VI &db 7hlck) Film PVC 70 as w 16 081
39 128 VI Btdb Thin Ru PVC 70 �.��t1 '++r, • • • • • • • Raleea ry Dote: Revision&- Date
SO Dtnv893SIUmeadtbeddl `�� �O.. ....ry+ � �•• • • • •• B7
70 134 Add-on 6083.TBAkae ? WC SR l F� : • • r• Owe: Revw"A P
n 7004 ommmltftme AftV Tuve eos3.TSAlam ; 7+: `.,,•� • • • LM 5/15/15 NOCHANGE Tlas�ET
86 NX1-11rQuad PnMOStalntesaSteel SteWeseSteel No.58705
90 Ift2x i"Ph Pm TO( StekWeea Steel = 0r m
BPM&ND EXTRUSIONS J ROSOWSI9
Q�•., ST 7E OF f 1070 HNOL DRNE 0�;
' A'• �C0R1DP,. ; fL 475. IXE�D�ASEMENT WINDOW DETAILS-LM OWM12
;'i�s1V�d G� :• • p P FL1 'l/4 -CA-740
blasIMO&k SeMx Ref: Gowing Na Re.
��q}g6uaeme`R P
M. of Aul1L ®29206 CA 740 NTS 1 11 OF 11 I MD-CA74OF-LM A
1/7,1/2016 Florida Building Code Ondine
.,.. ,... A.'............... '3 w...........i:.....,. ... .....wv„..... ..x.........,...... .. .i ,A;f'ls.�.,iGz.A S.. £ �a
NES iw: SCIS Home Log In ; User Registration Hot Topics Submit surcharge Stats&Fads Pubikatlons FBc Staff Bas Site Map Links Search
Buri 1e5 ;
i& al Product ApprovalProfesS
USER:Public User
Fe a u,a n
Product AoorovaE Menu>Product or Aoolication Search>Awicaav;1slon
FLApplication Type
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived 0000
• •
• • � 66660 666600
Product Manufacturer Masonite Int onal •••••• 6 • 00
•
• 6666••
Address/Phone/Email 1 wis Road •�•••� •0
West Chicago,IL 60185 • •
6666 666600
(615)441-4258 • • :009:0 • 6
sschreiber@masonite.com •••• • 66066
• •
60.60•• 0•6 666•6•0
• •
Authorized Signature Steve Schreiber •6 00 6••• ••••••
sschreiber@masonite.com ;•0 •O • •
•
6.6•••
Technical Representative •••••� • 6
••••••
Address/Phone/Email 600:00 • •
•0 •
Quality Assurance Representative
Address/Phone/Email f�
Category Lterforrs
Subcategory erior Door Assembl
Compliance Method r or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/01/2015
Date Validated 06/03/2015
Date Pending FBC Approval
httpsJ/www.flarideWIding.orgtpr/pr app dU.aspx?param=wGEVXQwtDgttSMGyvgTunPuaF[wHGK%2fQyxxFHIC78ak2fE°/a3d 1/3
1/21/2016 Florida Building Code Online
Date Approved 06/06/2015
Sum o roducts
# Model,Number or Name Description
4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door
Impact Rated
its of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.0 _PD
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +70.0/-70.0 Installation Instructions
Other. Evaluated for use In locations adhering to the Florida FL4334 R9 II FL0120.Ddf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. X-0"x 6'-8" FL4334 R9 AE 5048.Ddf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes
required. See anchor detail DWG-MA-FLO120-05 for additional
Information.
4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door
Impact Rated
Limits of Use Certification Agency CercIfic tE Goes• s..• •
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI0059"02,&pF Go •
Approved for use outside HVHZ:Yes Quality Assurance Contrgg%PWration6_D0tje •
Impact Resistant:Yes 02/28/2021 • •••• •
Design Pressure: +70.0/-70.0 Installation Instructions••••• • • •
Other. Evaluated for use in locations adhering to the Florida4,FL 334 R9 II FL0121.ndf_•••• • • :fee**
Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accrediteblon&MAIJ r>Adgnt InstLW••
where pressure requirements as determined by ASCE 7, Created by Independent 7WWt%ajty: •
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports • • : •••. •••••
does not exceed the design pressures listed. 3'-0"x 8'-0" FL4334 R9 AE 5035.Ddf•• •• •••• •••••
max nominal size. Hurricane protective system is NOT Created by Independent IMPctQ02itty: Yes • ••
required. See anchor detail DWG-MA-R.0121-05 for additional • • 0 0 ••••
Information. • • ••••••
•
4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o SidelfLis• • •
Impact Rated • •
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +55.0/-50.5 Installation Instructions
Other.. Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.Ddf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" F1.4334 R9 AE 501B.pdf
max nominal size. Hurricane protective system Is NOT Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO121-05 for additional
Information.
4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI00 9 0 02 PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +50.5/-50.5 Installation Instructions
Other. Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 AE 501B.pdf
max nominal size. Hurricane protective system Is NOT Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO121-05 for additional
Information.
4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +55.0/-50.5 Installation Instructions
Other. Evaluated for use In locations adhering to the Florida FL4334 R9 II FL0120.pf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
httpsJ/www.floridabdld%orgtpr/pr app o.asp c?param=wGEVXQwtDgttSMGyvgTmPuaFlwHGK%2rQyxxFHIC78%2fE%3d 2/3
1/21/2016 Florida Building Cade Online
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.odf
max nominal size. Hurricane protective system Is NOT Created by Independent Third Party:Yes
required. See anchor detail DWG-MA-FLO120-05 for additional
Information.
4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sldelites
Impact Rated
Umits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +50.5/-50.5 Installation Instructions
Other. Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.Ddf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.Ddf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party:Yes
required. See anchor detail DWG-MA-FLO120-05 for additional
Information.
4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites
Impact Rated 000000
G Was..._......______0000:
Umits of Use Certification Agency Ce at
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI00 :00
•• •
Approved for use outside HVHZ:Yes Quality Assurance Contfflcl f1piratiortDaW ••••:
Impact Resistant:Yes 02/28/2021 000000 *
Design Pressure: +50.0/-50.0 Installation Instructions•••• 0 • •••••
Other. Evaluated for use In locations adhering to the Florida FIA334 R9 II FL0123.0 • •••••* •
Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Insd0tw•
where pressure requirements as determined by ASCE 7, Created by Independent tAj8 A3rty: *• •• 0000*
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports •• •• •0*•• 00000
does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 AE 501B.Dd **•** * •
max nominal size. Hurricane protective system is NOT Created by IndependentfhA Pjrty: Yes •*
required. See anchor detail DWG-MA-FLO123-05 for additional 000000• •••••
Information. ; 000 • •
00000•
4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/70."m Ides
Impact Rated
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes BA334 R9 C CAC NI005930.03.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +60.0/-60.0 Installation Instructions
Other: Evaluated for use In locations adhering to the Florida FL4334 R9 II FLO 22.odf
Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.Ddf
max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes
required. See anchor detail DWG-MA-FLO122-05 for additional
information.
k� ¢a_xt
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:BSO-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Uhstead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter
455,F.S.,please dick jig.
Product Approval Accepts:
La
hfpsJ/www.floridaWicU g.org/pr/pr app O.aspx?pwam=wGEVXQwtDgttSMGyvgTwiPuaFIwHGK%2K�yxxFHIC78%2fE%3d 313
149'M4X 09PAU FWK MM 4" (10
O
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20.5" MAX pANEL" MAX. to
D.L.O.
6'-8"DOUBLE DOOR WITH/WITHOUT SfDELf TES � � r'- E MAX.
J
�O
GENERAL NOTES ® ® ® ® CL U
t. EVALUATED FOR USE IN LOCATXXNs ADHERING To
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETEIMM BY ASCE 7. MDO M
DESIGN t�T FOR BUILDINGS AND OTHER STRUCTURESDOES .
TPRODUCT DOES HIS REWIRE THE USE
A HURRICANE PROTECTIVE
OF 50
AND DE UREIKWE�oPED INDEX FLAME SPREAD�ASTM ES4.
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT } y
SELF 04MON TEMPASTM 01929 752'F> 650'F 3EE
RATE OF MMM ASTM 0635 0.56 INIMC-i
EMS 20
SMOXE DENSRY ASTM MM 53.476 �P
TENSI E STRENGTH+ ASTM DM 3.2X DIFF
• COMPAt1ATNE TENSILE STRENGTH AFTER WEATHERING qt
4500 HOURS XENON ARC METHOD 1 MOLE DOM UNIT WZ=
o.
AddK51at17NA1D
RR MP.:
Ego
a
13 ® 1311 1313 13 ® ® ® 13 0 1313m rj m ri 0 r1l r1i 0 r"t
1313 ooz
01j, U 0 u Li u 1:00 Us 0 U u U
r11 ffi,9
0 . 0 1100 11 1
. .
,S1NU DOOR unII1 crura C DOOR +tHD SINGLE DOOR uw cn1r�F�r �W:$l°Ct.�'1 i �•• pita c �,f w/capELlTiS
WITH Once IrF WITH SIDC/tri_' .• •.• •• • • • •• U =O
A Z
RMNP RE TO BE 15% OF DESIGN PRESSUi� ./ /� j aa[: 2111/05
TABLE OF CONTENTS _ _ W 7 N.T.S.
SHEET g
DESCRIPTION X + - 0. +70.0 1 ri .0
1 ATIONS NOTES 1 9. + 0 - oaC •� SINS
2 MOONS it OX or XO 75 +50. - +55. - 1 .0 MO. - .5 OWL Or
3 NO OCATlONS X 112. + - KURT BALTHAZOR a rm
OXX 149
.+So. - + - +1 -19.0 d -50.5 FLORIDA P.E.High Own Threshold Deslp #50" AGD -MA-fi41Za-05
srn�aT�
0
B' to
ON
SEE DETAIL •3. 6' � to
3" 3' 3"rk 3" 3" -31 _ .L_ J
•
-r 7�w�-
• n � n 2
u)U
SEE DETAIL (n
SEE oErAa O
.E.. SEE DETAIL
t
F-,A H
11 � I I I I 1 •• �
3" 3• 3" 3 3• 3. 3* g•
g'
SEE DETAIL 8'
o.
18 x 2-112-
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
#8 x 2-1/2" 110 x 2" THE THRESHOLD & INTO THE —
10 x 5/8" DETAIL "E" ASTRAGAL STRUCTURE
1.375"EEP ENOUGH o
18 x 2-112" #10 x I' ATTACH ASTRAGAL RETAINER BOLT
10 x 5/8"
STRIKE�PLATEY N FRAME DETAIL_ "F" ASTRAGAL
B 110 x 1"
•
110 x 2" •• J 1V " R 1 1 3 BdW
• 0. oeo"�SnFRx IN
DETAIL "D" DET Add w�tJp19 .TYP. • aV;"- . : • .012V 1W.
0se: *0 0 -+H
OAg Auslu na OR sum
SPAM ;t�} tie x 1-1/r ms Oft 2111105
••• •i• • •• ~t Ei •
� o.s62� .�' . . . � • N.T.S.
1.375" 1.7 . ; �a ow an on MAL o•Q ft Sws
5' 1.047' •• • • • i i
4no eft ft.
T T T '• • • TYP1GAr GLAWtNG f)ETAtt w-
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS Orb-1W-FI.0120-05
••• • • • •• ••
SEE DETAIL
'E" SHT. 2 3" 3' 3• C] r
3" g` I— 3` —3 �
s" s'
..{ m CL
z
• "' _ _ Lo U
�
SEE DETAIL SHT.
SEE DETAIL ow
`C" SHT. 2
O ui 8
ILri I/f1 1 11 1 ! 11
3'
• AddeTAmb11r11E 3` s'� 3"6
6" 3` 3`
SEE DETAIL g. 8'
&.0 `F'SHT. 2
6 N
z ZCHIIIIEN MIN iJ
s" o', R HARDWARE SCHEDULE 8
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, --0Mq2Xg" 8
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND IK
(FLORIDA #62514} WITH THE LOWEST (LEAST) �� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED z
FASTENER RATING FROM THE DIFFERENT FASTENERS cl AT 5-1 2" CENTERLINE. NO
z=—3
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 2. 4" X 4" FULL MORTISE BUTT HINGES. �md
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION
OCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
W EW EDGE DISTANCE MIN 3/4". •• •• • -y�f21 CIR yt°X2"WOOD SCREW (2) oto i 2• a
s x 3" iAdl
END 1 FROM EyCH END WORD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t. •• •� : :A� •� • AND to oc EACH END
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT Mt "••• •• • _ • ••• _O
z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIMc
MINIMUM EMBEDMENT OF 1-1/4". CL are: 2/1 1 05
• ••• •:• •: •: # ® H.T.S.
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ; ; • • sr SINS TRANSFER LOADS TO STRUCTURE. •• • • • • •
«.
• • CL wro aeBY.4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOa•BUCR• •• COMBINATION ••• COMBINATION COMPOSITE OWNIN I*:
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) Dw gra-ru:zoas
••• • • • ••• • •
NOTICE OF PRODUCT CERTIFICATION
wr` Company: Masonite International Corporation Certification No.: NI005930.01
1955 Powis Road Certification Date: 02/17/2005
West Chicago,EL 60185 Expiration Date: 02/28/2021
Revision Date: 02/20/2015
-- Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted)
n Specification:TAS 201/202/203-94/ASTM E330
f}#
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
Outswing Opaque Size Pos/Neg Pressure Rated Comments
X US Opaque 3'0"x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
X O/S Opaque 3'0"x 6'8" +70/-70 10.5 psf Yes NCTL-210-3102-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XX 1/S Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1
Double 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XO/OX I/S Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXO US Opaque Door 910"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1
Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXO O/S Opaque Door 910"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1
Single w/Sidelites Glazed Sidelites •• ••• • &25 psf*. Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
• • • • • • • Anchor Detail-MA-FL0120-05
•
OXXO US Opaque Doors 12'4"x 6'8" +345/-511! • • 2186�F• • Doors-Yes NCTL-210-3105-1
Double w/Sidelites Glazed Sidelites •• ••• •• ••• . • • Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0120-05
OXXO O/S Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1
Double w/Sidelites Glazed Sidelites • ••• • •8425 psP�... • Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
• 0 : • • • • • Anchor Detail-MA-FL0120-05
"High Dam Threshold • • • • • • . •
National Accreditation&Management Institute,IncJ4794*deorie WasIIingtfln Me�orldi1ighway/Hayes,VA 2307
Tel: (804)684-5124 Fax: (804)684-5122
... . . . . ... • .
NANf�QL;T R*EA SIGNATURE•
-..r -. -.a~- . .. .
233 wala(n 51 Manufacturer. Masonite
DonvNe,VA 24841 Report#:504B
434.888.0609 Date:05/21/2015
dlomasO.IrlomasDe.com
Product Single Door 34x6'8'
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and It applies only to the
product described herein.These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA FLO120-05 DWG-MA FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07
DWG-MA-FLO122-05 DWG-MA FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07
DWG-MA-FLO124-05 DWG-MA FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA FLO160-07 DWG-MA-FLO174-07
DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA FLO175-07
Anchors to be aualMed:
1.#10 Wood screw,for installation in wood frame substrates.
2. 1/4"Tapcon,for masonry Installation
Anchor capacity In shear condition:
Solid members w/d w/out gap:
Fastener type:#10 wood sa^ew (NDS 2012,TR12) bap: 9: 0.0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in • •
Minimum required penetration: p: 1.140 in Screw bending yield strength: F*,p 8%000 psi •••••• *Goo**
Side member:Douglas Fir-Larch Main member:Spruce-Aft-c i •� • •
Side member thickness: t,= 1.000 in Main member thickness: taws e•i, •••e••
500 in •••• ••
Side member dowel bearing strength: F.= 4.650 psi Main member dowel bearing strength: F..r••i 3450 Psi •
Side member dowel bearing length: 1.= 1.000 in Main member dowel bearing length: I =9•0e1•140 in • e i••••i
• •
ee•••e •e••e•
Mode I„ Mode I, Mode II Mode • •••••
]3I Mode III, ..••e• Mode IV • •
509.2 lbs/in •0000
qm= qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.001�•e•• • Ae 0.001689
P= 580.5 lbs P= 707 lbs 8: 1.07 8: 0.57 8: 0.5 •g�•• 0.000 goo*:*
•�•
Ko= 2.200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.5•• e C.• -93.6 •
4= 264 los z,= 321 los P= 265 lbs Ms-- 46.8 in-lbs Mm= 498 in-lbs• • • •••e e•
Ica= 2.2 P= 246 lbs P= 213 Ib&•• •P= 235 The •
Min Design value: Z= 107 lbs Z= 120 lbs ••••e•
Ko= 2.2 K,= 2.2• • •1061:•• 22 • •
Duration Factor: Co= 1.6 Z. 112 lbs Z= 119 lbs Be • 107 lbs
Allowable Design Value VXo): Z'= 171 lbs/anchor
Fastener type: 1/4"ITw Tapcon N.O.A.12-0816.06
Substrate:Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z- 202 lbs
Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs
Actual spacing: 3.00 in Reduction factor: 0.91
Allowable Design Value(Zfxj: Z"= 156 Ibs/am:hor
Minimum anchor capacity: 156 lbs/anchor
Note.,Anchors with tine least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculation&minimum reaulred anchors
36.38 Design pressure: 85.0 psf
fi Max. Anchor
A2� 79.25 zone ({y2) Load
) Ind. (in) O.C. Cap. Load Result
(in) Obs) W Obs)
at A, 2.3 195 N/A N/A 156 2 98 OK
Az 7.7 656 6.00 18.00 156 5 131 OK
R. LO 4
• O AW6
• TAT OF •t�::
..
kAt
��lit(It1t
Luis R.Lomas P.E.
FL No.:62514