HomeMy WebLinkAboutProduct Approval CoTRACTOR COPY
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidnde.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
'materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade 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
j reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
'This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I.
APPROVAL DOCUMENT:Drawing No. PGT0130,titled"Series 770 Alum. SGD-LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miaini-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA,
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 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.
NOA No. 15-1013.15
CMIAM110MAI)ECOUNTY Expiration Date: February 17,2020
!Q 12�f 15 Approval Date: October 29,2015
1 Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. 6 DRAWINGS
1. . 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,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
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 ere ,P.E.
Product Contro Ex miner
NOA No. 15-1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
3. (CONTINUED)
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, .FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
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 un der NOA No. 15-043 0.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5t"
Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted tinder previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'b 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/900 41350 corners -L. I. approved
on 02/12/15 and expiring on 02/17/20.
Manuel '
U) O P.E.
ProductControlminer
NOA No. 13.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame Min.Edge Min.
Member Distance Embedlnerlt
INCLUDING POCKETS & 90°11350 CORNERS
Concrete(min.2.85 kei) Readislilliamb 1316'
GENERAL NOTES 1 1/4'Elco Utrecon Ungrouted CMU,(ASTM 0'90) Jamb only 2-1/2' 1414'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C.90,min.2 kat roue Jamb only 2-1/Y 1314'
2)DESIGN PRESSURES: 114'Elco 410 S.S. Concrete(min.3.35 kal) Head/Sill/Jamb 1' 13/4•
2 Ungrouted CMU,(ASSN 690) Jamb only 2-112' 1-114'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. CreteFlex P.T.Southam Pine SG=0.55) Head/SIIUJamb t• 1.395'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete(min.2.65 ksl) Head/Sill 1• 1318•
3)ANCHORAGE:THE 33-1/8%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Elco Ultmcon Ungrouted CMU ASTM 0'90 Jamb only_ 1' 1.1/4•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southem Pine(SG•0.55) Head/Sill/Jamb 9/16' 1318'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18-8 or410 Aluminum,6063-T5• Head/S61/Jamb 318• 0.083•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.SMS, Steel.A36• Head/Sill/Jamb 318' 0.050'
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadsM) Steel stud.A653 Gr.33• Head/SIIVJamb 318• 0.0451•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 kel) Head/SIU/Jamb 1-1/2• 13/8'
NARROW JOINT SEALANT. 1/4•Elco 18.8 S.S. Ungrouted CMU,(ASTM C30) Jamb only Y 1-1/4'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR Aggre-Gator' Growled CMU(ASTM C-90,min.2 ksl grout) Jamb only Y Y
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. I .P.T.Southern Pine SG=0.55 Head/SIWJamb 1' 136
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG•0.55) Hoad/SIIVJamb 9116' 131e•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS 0'5, Aluminum,W53-75. Head/SIIVJamb 318- 0.063•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.1t lhreadsgn) Steel,A38 HoadISlWJamb ale' 0.050
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud.AM Gr.331 1 HeadlSll/Jamb 3/8• 0.0451'
TEST REPORTS:FTL-5980,FTL5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-8033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
'•P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS SHEET
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............I
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........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.....................6-14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6 8
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12A4
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19
PARTS LIST.......................20
Glam Description(Listed from EKterlorto Interior) EXTRUSIONS....................21,22
Type
G3 7/16'Laminated:(2)Litea of 3116'HIS Glass with.090'PVB Intedayer Approved u mmplylrKMlk lig
G3A 9118'Laminated:2 Ules of 114'149 Glass With.090'PVB Interlayer Flees' r&
DESIGN PRESSURE RATING IMPACT RATING Dat¢ QJ
0'4 7116'Laminated:(2)Utes of 3178'HS Glass Wth.090'SG Intedayer SEE TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL 11
G4A 9116'Laminated:(2)Utes of 114'HS Glass with.090'SG Interlayer Mixml Dadc Pmdact
G5 1'Laminated I.G.:3/19'T Exterior Cap+316'Air Space+7116'Laminated;(2)Liles of 3116'HS Glass vAth.090'PVB Interlayer SHEETS 6.7&B MISSILE IMPACT RESISTANCE
GSA 1'Laminated I.O.:1/4'T Exterior Cap+5/16'Air Space+7/18'Laminated;(2)Utes of 3116'HS Glass with.090'PVB Interlayer gy,
Gil t•Laminated LO.:3/16'T Exterior Cap+318'Air Spaee+7/16•Laminated;(2)Liles of 3118'HS Glass With.090'SG Intedayer GLAZING NOTES:
G6A 1'Lamineled LG.:114'T Extodor Cep+6116•Alr S ce+7/16'Laminated;2 Liles of 3116'Hs Glass with.090'SO Inleria er 'ANN"=ANNEALED ���\'•ON\•�YNN
07 711V Laminated: 2)Utes of 3/16'ANN Glass with.090'SG Inteda er "HS"=HEAT STRENGTHENED �5�,.•' 1GENSF•.,(�,p ��
GTA 9118'Laminalad:(2)Was of 11d'ANN Glass with.090'SG Intedayer "T'=TEMPERED Q
G8 1'Laminated LG.:3110'TExterlor Cep+316'Nr Space+7/16'Laminated;(2)Lhes of 3116'ANN Glass with.090•SO Interiayer "PVB"=.090"
BUTACITE°g'�(e BY KURAR,4Y AMERICA,INC. hlo.50705
$�
GSA 1'Leminaled LG.:1/4"T Exterior Cap+916•Alr Space+7/18•Leminated;(2)Lhes or3116•ANN Glass wilh.090'SG Intedayer °SG"=.090"SENTRYGLA Y KURARAY AMERICA,INC. _
rr
SC la%2016 AUPDA7EDINTERIAYERMANUFACTURER, '•. tS7EOr (L� '
1o707ECHNO1ooYONIVE GENERAL NOTES AND MAP %'� "ti�`
N.VENICE.FL 31276 rec ...• (j
°,. SERIES 770 ALUM.SGD-LM IMPACT _ :SS ���
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eat a..e r 22 a,.co POT0130 A REN 5B Ob RE
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EXAMPLE CONFIGURATIONS ' 1)ALL CONFIGURATIONS
_ 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS-USING-DETAIL"J,","Jc"."Kw'OR"Kc INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH A NOM.PANEL WIDTH CMJ BE OXXXp OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 PER TABLES 1-3
teC
2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT Fi, I ¢0 1a i o&0 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
,ga- MAX.UNIT � jzay )
HEIGHT / I °d z HEIGHT 1 I
PER TABLES 1-3 i i� PER TABLES 1-3 I' 'X'=OPERABLE PANEL,
I w I �ip "O"=INOPERABLE PANEL,
POCKETa POCKET i 4 "P"=POCKET t—DETAIL LETTER
% 'W"=WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL r ("c"=CONCRETE INSTALLATION
CONFIGURATIONS t CONFIGURATIONS 1 L—SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH A NOM.PANEL WIDTH a DLO HEIGHT=DOOR UNIT HEIGHT-10.125°
PER TABLES 1-3 31 3 PER TABLES 1-3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
Jw c i 1 t skjjA_lV62A 621j
MAX.UNIT t 3 is 1e 1 e i�o&a MAX.UNIT 1e 19 1s 1 1 io�o
LbbIz
HEIGHT 3 s s i=ew HPER� t 1 19 �,12W
PER TABLES 1-3 I���wTABLES I-3
- I
POCKET I POCKET I y
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
13 1
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH cNOM.PANEL WIDTH
PER TABLES 13 8,91,in u PER TABLES 1-3
3
Jc 1 ApprovedeemmplyingwiLhtbA
1 3 1 9 19 14 1 I Florida Id
I AORNER,
Uale
1 13 9 , o MAX.UNITSEE NOAn "
MAX.UNIT a HEIGHT
Ic 12 y NOTE 6llaml D e ProdHEIGHT 1 3 1 s 1s I � PER2,THIS
PER TABLES 1� i TABLES 1-3sHEET. nr,- , 17
I POCKETe � 1f5 PANEL CONFIGURATIONS NO.53705` , ` —
(OUTSIDE CORNER SHOWN, •:,TJ (.( �F -*
-
INSIDE CORNER SIMILAR) n PAW W' owbaK .C. . T ��
SC MOM A OCNANGESTNISSNEET mmTECNNOLooroRNE EXAMPLE CONFIGURATIONS •.F(oR1oP.•'
N.VENICE FL 34276 ne ��� 'S/ONA EC`
�„y,Bb1e0p SERIES 770 ALUM.SGD-LM IMPACT
A.LYNN MILLER,P.E.
A P.E.Ma68705
SJR a10H4 CERT.OFAUULY2s376 ® SGarrs NTS 2 a 22 PGT0130
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7116-@ 96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1/4-@ 120-HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTHA,? LOCATIONS USING DETAIL"Jw'."Jo','KW OR'Ke INSTALLATION.
PER TABLES 1-3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
pXXXXp,p)ODC(OR XXXXp.OXXX IN POCKET CONFIGURATION
--J CAN BE OXXXp.
dh
11h g 2)90-&135-CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 10 to j O 0 Ur OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT,
96"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
POCKET =OPERABLE PANEL,
NY=INOPERABLE PANEL,
"P"=POCKET
6-PANEL CONFIGURATIONS
_? r
\13AI$A F-DETAILLETTER
MAX.UNIT WIDTH ( .—"W'=WOOD OR METAL INSTALLATION
'e=CONCRETE INSTALLATION
NOM.PANEL WIDTHSHEET NUMBER
PER TABLES 1-3 3 1 3
dh dh 12� DLO WIDTH=NOM.PANEL WIDTH-7"
c1 1a
u),_ dh DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT to 14
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT i to h
PER TABLES 1-3
h
POCKET
7-PANEL CONFIGURATIONS
3
I" J
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3
FlarWa 4 C
9
IM- CL2A
V19 9 1 19
HEIGHT
NoAa
;%tied.Pm��d=
MAY,UNIT
PER TABLES 1-3
re
----i POCKET N-�,':
8-PANEL CONFIGURATIONS
m N0.68705
SC 14=15 A DCNANGESinisswer STAT r 0
o.« aMaac OOYDRAE EXAMPLE 1070 TECHNOL CONFIGURATIONS
N.VENICE,FL 34276
SERIES 770 ALUM,SGD-LM IMPACT
-.7 A.LYNN MILLER,P.E.
NTS PG7101.0
JR CERT.OFAUTH.429M SM1710 IT 1�3 �22 REN 158705,
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16"NOM. l"NOM.
3/16"HS GLASS 3/16"HS GLASS 3/16"HS GLASS
.090'PVB
090"PVB 090"SG 3/16"HS GLASS
3/16"HS GLASS--\ 74 3116"HS GLASS 74 3/8"AIR SPACE 74
52
3/16"T GLASS
82 —
83 '
EXTERIOR 314"NOM. EXTERIOR 3/4"NOM.
a GLASS it GLASS 58 314"NOM.
BITE BITE GLASS
BITE
EXTERIOR
6080 a
79
54 54
55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1"NOM.
3116"HSGLASS
1/4"HS GLASS 114"HS GLASS 090"PVB
.090"PVB .090"SG 3/16'HS GLASS
1/4"HS GLASS 74 114"HS GLASS 74 5/16"AIR SPACE 74
114"T GLASS
82 82
83
3/4'NOM. 3/4"NOM.
EXTERIOR GLASS EXTERIOR GLASS 56 3G NOM.
a BITE a BITE GLASS
SITE
EXTERIOR
81 81
79
54 54 •ppm ed.Fw.plylegnlLLer
55 FbrML dd gC
U"le
NOAM
ml �"m ,
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
ov
GLAZING NOTES: '1pw\',l:
"ANN"=ANNEALED a�. N�ceNSF p
"HS"=HEAT STRENGTHENED X
'T'=TEMPERED No.58705
"PVB"=.090"BUTACITE PV%Y KURARAY AMERICA,INC. _
"SG"=.090"SENTRYGLAS13Y KURARAY AMERICA,INC. U u f o Z o IS I�j
meg' STA PE Or LV
SC 14WO15 A UPDATED INTERLAYER MANUFACTURER iO'C\ � FLORIOP` ••'�j�\,�
p„y,"„e 1070 rECNNO100YDRNE GLAZING DETAILS
N.VENICE.FL 34276 <•••.••.•• !t�
(941}OO.1600 SERIES 770 ALUM.SGD-LM IMPACT '��;;;��NI Ak�'ON
arawf.r B'tl`' "�iP A.LYNN MILER P.E.
JJR ,o7f0/t4 CERT.OFAUTN.#28205 ® SOD•na NTS 4 -22 PGT0130 A P.E.058705
GLAZING DETAILS (G6, G6A, G7, ISM, G8&G8A)
1"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3/16"ANN GLASS
3/16"ANN GLASS .090"§G-
3/16"
090"SG .
.090"SO —
3/16"HS GLASS .090"SG 3/16"ANN GLASS
3/8"AIR SPACE 74 3/16'ANN GLASS 74 3/8"AIR SPACE 74
3116"T GLASS 82 3/16"T GLASS
—
83
83
EXTERIOR 3/4"NOM. 3/4'NOM.
314"NOM. GLASS 56 GLASS
56 GLASS a BITE BITE
BITE EXTERIOR
EXTERIOR a
a 80 79
79
54 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. 1'NOM.
3/16"HS GLASS 3/16"ANN GLASS
.090"SG 1/4'ANN GLASS .090"SG
3/16"HS GLASS .090"SG 3116'ANN GLASS
5/16"AIR SPACE 74 114"ANN GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
82
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TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved- Maximum DP for all sizes:4807--60 --Sill Helghtto Max.(+)OP
configurations on Sheets 2&3) (May be limited by Table 1A) (Water hiltration Rating)
For comer astragal anchorage on 90'or 135°comer units,see sheet 11 Sill Riser Height
Door Unit Height (Flat or Box,see (+) sure,Desip
Table applies to Glass �, �, B0, 98. Sheet 17) Pressure,psf
Types 3,3A,S le/7,Astragal
al 7/8'DLO 3.7/8'DLO79-71W DLO DLO Flush-1-117' see note 3
&eA and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor Group Low-2-1/7' +48.67
types shown below.• 1 2 1 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3.1/4" +60.0
Hea S I 04+1 +1 C4+1 C4+1 C4+1 +1 C4+ + C4+ + C4+1 + C4+1 + C4+1 C4+ High-4' +60.0
24' DL70 Jamb 6 8 8 a 8 8 8 8 8 8 B 8 a 8 8 8 SEE NOTES 1-3
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/5111 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1
30° DLO Jamb 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8 a
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8
Headl5ill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
n 36" DLO Jamb 8 8 8 8 8 8 a 8 8 8 8 6 8 a 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH —
E35,
Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
42' OLD Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 O
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 W ro
x O OH RATIO;-,1
Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 'C4+2 C4+2 C4+2 O
41" 01
48' DLO Jamb 8 6 8 8 8 8 8 8 8 a 8 9 8 8 8 8 O
P-hook 6+7 6+7. 6+7 6+7' 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
NOTES: OH RATIO=OH LENGTH
OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7'
3)4",3-1/4"AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125'
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 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-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstl e @ 135°Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Apprmad as emaplylywithth*
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.60
For comer astragal anchorage on 90'or 135'comer unite,see sheet 11 (May be limited by Table 2A)
Door Unit Hel ht
Table upplles to Glass Types �. 84. gp• 98' 102• 108• 114• MAnchor
4,4A,6,6A,7,7A, B&6A 89.718'DLO 73-718'DLO 79-718'DLO BS-7/8'DLO 81-7I8'DLO 97.718'DLO 103.7 8'DLOOand lho Stile!Astrsgel types Groupc or Group Anchor Group Anchor Oroup nc r Group nchor Group Anctar Grouppshown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 4
HeadlSlll C4+1 C4+1 0tH C4+1 04+1 C4+1 +1 C4+1 CA+1 +1 +1 C4+1 C4+1 +1 CA+1 C4+ C4+1 C4+1 + 64+1 C4+1 C4+1 +1 C4+1 C4+1 +1 C4H C4+1 C4+ C4+1 C4+1 C4+1
24' D1t7A Jamb 8 8 8 8 B B —8 -8 B B B 8 B 8 8 6 10 10 to 10 10 t0 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 B+10 9+10 9+10 9+10 9+10
FleedlSlll CA+1 CA+1 CAH C4+1 04+1 Cfi C4+1 C4+1 C4+1 CA+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
1. 23' 1DLO Jamb 8 B 8 8 0 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 f0 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 B+9 8+10 0+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sill C4H 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 CA+1 C4+1 C4+1 04H C4+1 CAH 04+1 C4+1 04+1 0tH C4+1 C4+1 C4+1 C4+1 C4+1 CAH C4+1 C4H
rb' 36' OLO Jamh 8 8 6 8 8 B B B 8 B 8 B 8 B B 8 10 10 10 10 10 10 10 10 to 10 10 10 10 to to 10
P4=k 6+7 6+7 8+7 6.7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6, 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 6+B 9+10 9+10 9+10 9+10 9+io 9+1019+10 9+10
35' Fleed1S111 C4+1 G4+1 GS+1 C4+1 04+1 C4+1 COI C4+1 Gi+1 C4+1 C4+1 C4+1 C4H COI 04+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4r1 C4+1 04+1 C4+1 C4+1 C5H C5+1 C4+1 C4+1 C5+1 C5H
a 42' DLO Jamb B 8 a 8 6 8 B 6 8 a a a 8 B 6 8 10 10 10 t0 10 10 10 10 10 10 10 10 10 10 10 10
Tooh 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+e 7+8 7+8 7+8 7+8 8+9 8+9 6+9 8+9 6+9 6+0 8+9 11+9 9+10 9+10 9+10 9+10 9+10 9+10 9x10 9+10
Flead1518 C4+2 C4*2 Gf*2 C4+2 C4+2 C4+2 C4+2 0412 C4+2 C4+2 C4+2 CA+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 01+2 C5+2 C5+2 04+2 C5+2 C5+2 C5+2 C5+2 CS+2 C6+2 C5+2
S 41'48• DLO Jamb B 8 B 8 6 B 8 8 8 B 8 B B 8 8 8 10 10 t0 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+0 B+9 8+0 8+9 A 8+9 5+9 8+9 8+10 9110 9+10 8+10 9+10 0+70 9+10 9+10
FisadlS0I ? 2 C4+2 C4+2 C4+2 C412 C4+2 C4+2 04+2104+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
54' DLO Jamb 8 8 8 8 8 6 8 8 8 B 6 8 8 8 8 8
P-hook 6+7 6+7 6+7 1 6+7 7+s 1 7+g 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B Not available in these sizes
M
6+C4+2 C4+2 CA+2 G1+2 CA+2 C4+2 C4+2 CA+2 C4+2 G4+2 04+2 C4+2 01+2 C4+2 + C5+2
DLO8 8 8 8 a 8 8 6 8 B 6 B 8 8 B B
6+7 7 6+7 6+7 7+8 7+8 7+8 7+8 7r8 7+8
7+B T+8 7+6 7+8 + 7+0
NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH=
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. NOM.PANEL WIDTH-7"
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3AW'SILL, TABLE 2A
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP OH LENGTH {+ DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125"
3)4.3-1J4-AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' Sill Rlser Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design
(Flat or Box,see M PANEL HEIGHT
Sheet =
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf DOOR UNIT HEIGHT-1.866"
z O OH RATIO z 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS = oo
Flush-1--1/1/2° see note 3 O
NOT RATED FOR WATER INFILTRATION. Law-2-10 +46.67
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-1/4' +860.0
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4' + 0.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1-3 OH RATIO=OH LENGTH
INSTALLED. OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Stralght Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ tppm d ammPtyinyrrktr tbs
Lockstile @Jamb
Interlock P-hook Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal Florida Id g
Heavy-duty Stiles Heavy-duty5tlle Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile oak
Inside NOA#
Standard Astragal Outsidetslde C`aorner Outside Corner M m1 eprodset °trot
Comer ar.
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Par[#61(x2) Part#61 Part#61 Part 061(Stile)part#67(Astragal) Part#61 Part#176(Corner Part#120(OuOu Parts#31  Part#61 _ No.56705
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantifies Required,(for all approved configurations on sheets 2&3) ___ _ Maximum DP shown below- SIII Height to Max.(+)DP
For comer astragal anchorage on 90'or 135'comer units,sea Sheet 11 (May be limited by Table 3A) (Water Infiltration Reting)-
Door U Height SIII Riser Height
Table applies to Glass Types 4,4A, 80" 84" 90' 96' 102' 108• (Flat or Box,see t+)Design
6,6A,7,7A, 8&8A and the Stile/ 69-/8"DLO 73-71a"DLO 79-7/8'DLO DLO 91-7/ DLA 97-7/8'D O Sheet 17) Pressure,psf
Aetragaitypes shown below. Anc orGroup I Anchor oroup Anchor Group I Anchor group AnctlorGroup Anchorcroup Flush-l-1/2• see note 3
1 1 2 1 3 1 4 1 1 1 2 1 3 1 4 1 2 3 41 1 1 2 1 3 14 1 1 2 3 4 1 1 2 3 1 4
Law-2-11/2' +46.67
Design Pressure +/-90.0 s + s +- s Medium-3-1/,V +60,0
17' HeadtSlO C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
24' DLO Jamb 8 8 8 8 a B 8 8 8 8 B 8 8 8 8 8 10 10 10 10 10 10 10 10 High-4'
P hook 6+1 6+7 6+7 6+7 7+8 7+8 7+B 1 7+8 7+8 1 7+e 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+e B+s 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 SEE NOTES 1-3
Design Pressure +/•90.0 psi +/-82.5 sr +/-78.0 ar
V30' 23" Hend/Slll C4+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 J
t DLO Jamb 8 8 8 8 B 8 8 8 B 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 8+8
Design Pressure +/--90.0 psf +/•82.6 psi' +1-75.0 psf
am 29" Head/Sill 04+1 C4+1 C4+2 C4+21 C4+1 C4+1 C4+2 C4+2 C4+1 04+1 C5+2 C5+2 C4+1 04+1 CS+2 C5+2 C4+1 C4+1 C6+1 C5+1 C4+1 C4+1 C6+1 05+1
- DLO Jamb 8 8 8 8 8 8 8 8 8 0 B 8 8 B 10 8 10 10 10 10 10 10 % 10
P•hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 I
E Design Pressure +/--90.0 psf +/-82.5 par +1.76.0 psf OH LENGTH !+-
36' HeadlSOi C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C6+2 C5+2 C5+2z
C5+2 C5+2 C5+2 C5+2 C5+2 F-
4Y DLO Jamb 8 8 8 8 8 8 8 8 8 B 10 8 8 8 10 8 10 1010 10 10 10 10
P-hook 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+t1 7+8 8+9 8+9 8+9 8+9 g+9 8+9 8+9 8+9 8+98+9 8+9 8+9 8+9 8+9 = OH RATIO 2 1 .-
Design Pressure +/-90.0 psf Sea Note A below. +1•82.5 pal +/-76.0 pat = o
4B" 41" HeadlSlB C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 06+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C8+2 0
DLO Jemb 8 B 8 8 8 8 10 8 8 B 10 0 9 8 10 8 10 10 10 10 10 10 10 10
P-hook 6+7 7+8 7+8 7+8 7+8 8+8 8+9 8+9 8+9 8+9 8+9 g+9 8+9 9+10 9+10 9+10 B+9 9+10 9+10 9+10 8+g 9+10 9+10 9+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7
NOTES: OH RATIO OH LENGTH
=
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4-SILL. OH HEIGHT .
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DLO WIDTH=
NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4',3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
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.
Stralght Astragal Lockstile @ 90'Astragal Lockstlle @ 135'Astragal Lockstile @
Interlock P-hook Lockstile @Jamb nppl&. ja.1dmmplylu6tAtY Ur
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal flag„ ,la ng o e
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile 0 t.
Heavy-duty Astragal Outside Comer
Inside Nem
Outside Corner a0 ml o a Produc
Corner
81
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NO FRAME "7+8'P-HOOK ANCHORAGE CONSISTS OR SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"CS"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES°C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
THIS POCKETS AND 60'NOM. CLUSTER,SEE
SHEET SEE POCKET PANEL WIDTH DETAILS,SHEET 11 x x
(8)P-HOOK r- x x x x x x x W MAX.
JAMB MOUNTING 1 o�x x x x f x x x x x x x
INSTALLATION, ADAPTER 1 6'Mme' ( I + x x x x xx x x x x x
THIS SHEET ANCHORS MIDWAY i 1 0 L T MAX.
' &SHEET 14 BETWEEN P-HOOK i ®' I 4 PAIRS OF
ANCHORS&AT 3" 1 1 0 x=FRAME x x ANCHORS
FROM TOP& i I I I ANCHORS 96" (TOTAL 8 )
1..:.'::..: I ,,j� 21'MAX.
BOTTOM 10 14' ® I I o UNIT ANCHORS
2 N MAX.O.C.' HEIGHT O.C. PER JAMB
4.051` "MAX.TO OPENING °,& ®I 14"MAX.O.C. 0®=P-HOOK
EDGE OF POCKET SEE 1%a
I ANCHORS x x (DS TEAL MB
INSTALLATION ii-t¢k ®I Z
DETAILS'Je&'Kc', ,ms 1 m0=P-HOOK BELOW)
END PANEL SHEET 14&PART a ®� i i %0 MOUNTING x
ANCHORAGE DETAILS'J'&'K', i h 1 j 0 W MAX. ADAPTER
24"MAX. (2 ANCHORS) SHEET 19 FOR IR ANCHORS % x x
O.C. P-HOOK L-----8° x x x
"+2" ANCHORS x, x x x X x x x x x x x ✓ EN
D PANEL
END PANEL x, x x x x x x x x ✓ 6'MAX. ANCHORAGE(SEE
ANCHORAGE ANCHORAGExx xx `
` ' x x' �.+2' SKETCH BELOW)
(SEE SKETCH BELOW) ` .+2• •+Y --\—•+2- ANCHORAGE AN
CENTERLINE 8-MAX.TMP' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24•MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXXJXXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXT HEAD OR SILL IFA SPLICE
60" CENTERLINE OF HEAD&SILL:8'MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. • I INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL - SEE"C5"CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY � 5.64"
+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX.
3.5"IT REQUIRED AS PER THE FIGURE AT RIGHT: •
CENTERLINE JAMBS&P-HOOKS:6"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 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. •pp r dueampWivawll6 fK
"+2"ANCHORAGE ANCHOR PAIR 0 1. Id g
- REQUIRES SEE"CS"CLUSTER END PANEL p•a J
"C6'CLUSTER,SEE CENTERLINE CENTERLINE -
DETAILS,SHEET 10 ANCHORAGE NeM
• DETAILS,SHEET11 -OF FORASTRAGAL {+-OF (2 ANCHORS) g o-t ml D.dc Product Coehol
INTERLOCK I ASTRAGAL
4.051„ MAX. nr. 1
•
• • /I 10 • .744 LYNN M
`F
' •` No.50705
EXTERIORCENTERLINOF PANEL 3E "+2"ANCHORAGE �OF PANEL 4E "+2"ANCHORAGE -OF PANEL 6 = _
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS A (° 3` 1S . UJ,
P.w - o r• rsewau: u..va,r. i 0^: STA E OF
SO Iwaol5 A OCHANGES 7HISSHEEF 10707ECHNOLOGYORNE ANCHORAGE SPACING&EXAMPLEPLANS
N.VENICE FL
p,,,, „„xxI90!},�I� SERIES 770 ALUM-SGD-LM IMPACT �'�� I(�Nnl•��
AP.E.
vR; 8 a"'" QMtlaO 0O� CERT.OFAUTH.Asses ® SGo-r7o NTS 9 d 22 PGTi7130 A P.E.e 51705
JR 10110114
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG-
'INTERLOCK__I_ -INTERLOCK 2.04'
IF NEEDED INTERLOCK-1 CONDITION,USE - IF NEEDED - 2.04' -
CENTERLINE 1 CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE 1
W3.5-
1.75" EXTERIORly 8'DIAG.
7' 7-
1.75. 3.5" 21"
"DIAG. MAX•
O.C. EXTERIOR
4„ 2.04' 2.04"
21"
I
5.64° MAX.
E%TfELR,IOR EXTERIOR 4"DIAG. 7" EXTERIOR 7' 3.5' O.C.
v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL '55 7 6"MAX.
2-TRACK FRAME HEAD/SILL
(m ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (dl ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB . 6•
ANCHORS ARE REQUIRED,°C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') MAX
ANCHOR PAIR
t4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6-DIAG. FRAME JAMB
INTERLOCKA IF NEEDED INTERLOCK" CONDITION,USE INTERLOCK- 1 IF NEEDED 2.041'� EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE i 'C6"CLUSTER DETAIL) CENTERLINE 3.5'
'
3.5" 3.5" 7"
ANCHORS MAYBE INSTALLED
21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
E04.08" 4.08" O.C.
1 2.04" . NOTES:
EXTERIOREXTERIOR 4"DIAG. EXTERIOR 1.AIL DIMENSIONS SHOWN
7" 3.5" 3 5" ARE BASED ON MIN.
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 8"M ALLOWED.
0 ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK Oa ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 173 TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,'C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK+I CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE CENTERLINE
CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION
I 1
1.75' � C6'CLUSTER DETAIL) IF NEEDED
3.5" 3.5° 3.5" 7„ -y 3.5"
approved u complllo5 allh&
2.04" 4"DIAG. 2.04" 4°DIAG. 2.04" Norma n�1 6
ib-
Dek-ll?.d.Z�
2.04" 5.37°DIAG. 4"DIAG. NOAt
4.08" 4ml ade Product
4'DIAG. I 2.04" By
EXTERIOR EXTERIOR E TERIOR 7" 3.5' 3'S" \�' �ONy LYNN
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL IJ 4-TRACK FRAME HEAD/SILL
(al ASTRAGAL OR INTERLOCK an.ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK No.56705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6')
ANCHORS ARE REQUIRED,-C4") ANCHORS ARE REQUIRED,"CS") WITH 8 WITHOUT SPLICE CONDITION •iIck, p
w.ee nm raww o.�c�. ;p .
10 YO ,•�4�~
so OlaSM15 A OCHANGESTHISSHEET fOlOTECHNOLOGYDRIVE ANCHORAGE,EXAMPLECLUSTERS •.,F
were s.wna• _ iCn
��t1600 la SERIES 770 ALUM.SGD-LM IMPACT ; 10NAi,F:
* ears 6Yivie °'^r�M' w. A.LYNN MILLER,P.E.
SJR =ofaf4 CERT.CFAUMMM ® sco-no NTS 10 d22 PGTOl30 A P.E.asetas
2.04" 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7. 1.ALL DIMENSIONS SHOWN
4"DIAG. 8'94" AL OWED.D ON MINIMUM
?4-DIAG. 6.12" " 3.5"
6.12" 2.DETAILS DEPICT ANCHOR
INTERIOR INTERIOR
7-
INTERIOR 1 INTERIOR 1 QUANTITY AND SPACING,
90 3. " 90° 3." EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
3.5' 4•. 3.6" 4" 3.5" 3 4„ "+1"ANCHOR
2.04" EXTERIOR 2.04" 7' 2.04" EXTERIOR 4" 2.04" 7" 8.94•
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL
ANCHORS ARE REQUIRED,"q4 ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C4" ANCHORS ARE REQUIRED,"C6')
4.08'
+2'ANCHOR
INTERIOR 07- INTER1,10IR
EXTERIOR4.08'
"+l"ANCHOR 2.04"
INTERIOR 4' 3.5" I °
4"DIAG.
90° 7" 3'S„ CENTERLINE
EXTERIOR
1 3 5' OF PANEL
"+3"ANCHOR
4.
4.08" 5.37"DAG. 7'
CENTERLINE 2,04"
3.5"
4" 4 OF PANEL 4"DIAG.
I"JINTERIOR ON
"+2"ANCHOR 3.5'
90°CORNER 135°CORNER E �j ISR VIEWS
V 7„
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL I�CENTERLINE
:'ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED I OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4-DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12INTERIOR 2.04"
2.04" .12" 3.5,.
4„ EXTERIOR 5 88" CENTERLINE
INTERIOR OF PANEL
INTERIOR 90° 4 3 5" 135° "+3"ANCHOR
2.04"
G. 7' +pp—o ummplylag with t6
G 3.5, ° PlmiOa Id ! 201
6.12" 4"D AG. 6.12" 4.08" oak
7" EXTERIOR NUAM
I�ml a Pmdad
l7Y
2.04" 3.5•. 4„ 4"DIAG. 3.5" 3.5" I ,�
EXTERIOR 7 EXTERIOR 4" 2 04" CENTERLINE `\� n�4V LYNN ni/� /,
90°CORNER 135°CORNER OF PANEL y ,• �pENS •�FP '
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL ,t
("C8'ANCHOR CLUSTER REQUIRED 'C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL is
('_ INTERMEDIATE ANCHOR LAYOUT No.52!05
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =
SC 1M�82016 A OCHANOE37H193HEET LD TATEOF ,/`•
f070TECNN000GY DRNE ANCHORAGE,EXAMPLE CLUSTERS % .� ,..
. K VENICE,a 34276n.r %l•`�s••. 9
SERIES 770 ALUM.SGD-LM IMPACT , '
(841}480-7600 a.ru,ae a.r• m„c a,,,,�ox:. A.LMNMILLWP.E.
R
�°Oi010/10/14 pYdn4 °i� CERT.OFAUTKA29M ® SGD-no NTS 11 d 22 PGTO130 A P.E.#58705
J
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: _ EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A.SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1/16"" 2-1/16.. 2-1/16"• NOTES:
EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS
G'7 MAX. MAX. MAX. SHOWN ARE BASED
i o r SHIM EXTEERRIIOR o SHIM EXTERIOR SHIM ON MIN.ALLOWED.
2 METAL EMBEDMENT, T SUBSTRATO S MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET I TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., ;SMSANCHORTYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C.IS
Aw WOOD INSTALLATION WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(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 4TA
NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEEHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1� 1 SHEET 1�/4"MAX.) *EXTERIOR EXTERIOR "SHEET
EXTERIOREMBEDMENT'SEE
2-1/1 �2-1/16° TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEMBEDMENT:SEE TABLE A,SHEET 1 EMB , 1
E SILL
WOO ja CNSFRAME
LLATION Ew WOOD INSTALLATION MEME SILL APK TA INSCK TALLATION
EMBEDMENT:SEE
TABLE A.SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 �I SHEET 1
EDGE DISTANCE: METAL TYP.,
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 SHEET 1 SEE ANCHOR
2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1
TYP.,SEE ANCHOR SEE TABLE A. TYP.,SEE ANCHOR ♦pp'oved..wmplyloewili fIN
SHEET 1 t2-1116"NOTE3,SHEET1 NOTE 3,SHEET 1gAI.rWe ldSMS ANCHOR TYP., o.le2-1/16"' SEE ANCHOR NOTES NOAx
WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET 1MIN.OF 3 .ml .de Piaiue enol
SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS �'&TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE&TABLE A,SHEET 1 I.YNNEXTERIOR EXTERIORMETAL '\x EXTERIOR f7SUBSTRATE �� •' y\CEIJSF .,Fp
1/4"MAX.SHIM V
V 114"MAX.SHIM
114"MAX.SHIM Nu.58%0,5
2-TRACK FRAME JAMB3 TRACK FRAME JAMB 4-TRACK FRAME JAMB ff
WOOD INSTALLATION ®w WOOD INSTALLATION Iw METAL INSTALLATION = U (t `a,J lti
SC 10/&X116 NO CHANGES THIS SHEET �U•• STA I E OI:
10707ECHNOLOGYORNE ANCHORAGE DETAILS % .FI URIOP,•''�\��
N,VENICE,FL 34276 nri ir�J.�,/�Nn`-
SERIES 770 ALUM.SGD-LM IMPACT rr <
°ate °^"e IoM' n.,: A.LYW A1I!1ER,P.E
A JR afNf4 CERT.CFAUM.mem ® SGD-77o NTS 12 a 22 PGT0130 A P.EA58705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE4SEEUTAE�1EXA L ,SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1
2-1/16"' PER TABLE 2_1/18"• PER TABLE2.1/16"• ON MIN.ALLOWED.
A,SHEET 1 A,SHEET 1 A,SHEET 1 1/4" -DIAGONAL O.C.IS
:•:, ',;.':'•' 4"(HEAD&SILL)
EXTERIOR SHIM
MAX. OR 6A"(JAMB)SEE
DETEMBEDMENT: � L
1/4" EXTERIOR MAX. ETS
EXTERIOR
1/4" 0&11.S,S
SEE TABLE A, MAX. � MA
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., SECRE1rCaONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BCK TYP., EE CHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD a 3 TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE AN"SHEETI
UCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TNOTE 3,SHEET 1
SEEANCHOR SEEANCHOR SEEANCHOR
NOTE 5,SHEET NOTE 5, NOTE 5,
1(1/4'MAX.) SHEET1SHEET(1/4MAXJ (1/4"MAX)
:.::- .•
1
EXTERIOR !� .�' `' •
EXTERIOR
EXTERIOR _ �• •a )•.•• " CONCRETE
2-1/16"' 2-1/16"` 2-1116"' PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1
2-TRACK FRAME SILL ah 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ~
It EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 �1 SHEET 1
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE SEE TABLE A, 1XWOOD BUCK TYP., `J
TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTANCE: SHEET 1
PROPERLY SECURED PROPERLY SECURED
SEE TABLE A, wpproved,�eomplylagwldl lh`
1X WOOD BUCK TYP., 1X WOOD BUCK TYP., FtorldR id
SHEET 1 2-1/16"•. g
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 SHEET 1 TYP.,SEE ANCHOR
111- 6"' NOTES&TABLE A, I,m1 ad.Ptodnc
22-1/1CONC.lCMU ANCHOR hn1
TYP.,SEE ANCHOR CONCJCMU ANCHOR SHEET 1 CONCRETE nv
NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU
SHEET 1 CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE
EXTERIOR OR CMU EXTERIOR SHEET 1 CONCRETE �I, A,SHEET 1 ; ��,ON.••••••••. /(((,'i
I PER TABLE OR CMU �/ •: �}GENS� '•.•
�1/4"MAX.SHIM A,SHEET 1 1/4"MAX.SHIM �I Ir- PERTABLE
A,SHEET 1 1/4'MAX.SHIM --I If No.50705
®2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB ®4 TRACK FRAME JAMB _
Gc CONCRETE/CMU INSTALLATION He CONCRETElCMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
Scar !1-016 A OCHANOESTNI3 SNEE7 ��C) STAT 6OF
R N7 � .YDRIVE ANCHORAGE DETAILS ;�c Fcomoh.•'\G�
""dam R,,„ SERIES 770 ALUM.SGD-LM IMPACT ' /C)�iA� �le4r}aeoaspp
o�+nRa ,P.a;w "ted �•' CERT.OFAU7R.rMW SOD-770 NT ° 22 PGTO130 A P.E.d 58705JR10/14
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL %. 2.693'MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
Oo SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 25 ANCHOR NOTES& TABLE A,SHEET 1 FOR
+ _ TABLE A,SHEET 1 ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. SUBSTRATES.
SHEET 1 28 ILLUSTRATION,SHEET 9) ";: '.''.' 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A, .? 'll' P-HOOK MOUNTING REQUIRED P-HOOK
28 SHEET 1 ::. '.',' .• °;=; ADAPTER CONCJCMU AND P-HOOK
EXTERIOR
PHOOK WOOD ANCHOR TYP., 11 ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES vV P-HOOK •'.`.:':% ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OREMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
da P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24, \JV PARTS#18#20,#22 OR#24,
WOOD INSTALLATION- EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A 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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 A,SHEET 1
SUBSTRATE &TABLE A,SHEET 1 i r- :.+. :';:,:''.:, (ALSO SEE TYP.
28 (ALSO SEE TYP. EMBEDMENT:
ILLUSTRATION, SEE TABLE A, ILLUSTRATION,SHEET 9)
SHEET I 2�
EMBEDMENT: �SHEET 9) "-:,r..•;,:`'; '
SEE TABLE A, M;
DISTANCE:SEE
SHEET 1 TABLE A.SHEET 1 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES n
&TABLE A,SHEET 1 j ANCHOR TYP.,SEE fl pprov¢6ummplyingMl►flti
ANCHOR NOTES&TABLE V F rW!a° dd c
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. N0Aa
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ML-.II?vdePmdtWcamw
ILLUSTRATION,SHEET 9) 8T
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19.#21,#23 OR#25, Kc PARTS#19 021 #23 OR#26, \\�\a�C.(...... 411<<
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR . ��'.•''�OT:Ng F ��
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT Q' F
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY =i': No.53705 'Y
.':� �0�'a Ir :'•li
SC 10/0/2015 A O CHANGES THIS SHEET ST TEO !(/
R—ar. Oft1070TECHNo LOOYDRIVE ANCHORAGE DETAILS %�?�''•. 1/
N.VENICE,FL 90T76 n� %����'••RlOR..... ...\�
p4f)480.1000 SERIES 770 ALUM.SGD-LM IMPACT ;�s/(7�1�L -\
s.rwac n.m A.LY(1N'MILLER,Y1.E.
a—By°'� omm a.rt CERT.OFAU7H.928200 SGD•770 NTS 14 n 22 PGTO130 A P.EA58705
JR 10/10/!4
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE-JAMB DETAIL'G3',SHEET 18;
i ^�INSTALLATION DETAILS'Gv/&'Gd.SHEETS 12&13 - -
( HEADER DETAIL'A',SHEET 18; Mme' JAMB DETAIL'133'.SHEET
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO
SHEET 18;INSTALLATION DETAILS'L1'8 18;INSTALLATION DETAILS /INSTALLATION DETAILS'AW&'Ac', WIDTH 18;INSTALLATION DETAILS
DETAILS'GW&'Go', L2,SHEET 19 'AW VAC',SHEETS 12&13 / SHEETS 12&13 TYP. �'Gw&'Gc',SHEETS 12&13
SHEETS 12&13 ^(/ 90°
EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE PANEL PANEL
R' 'L' 'D' ,N TYPE TYPE TYPE TYPE MAX. I M',SHEET 19
MAX. ,A, 'CS' as. K
NOM. 90°OUTSIDE CORNER
/ / / UNIT / UNIT DETAIL'NV,SHEET 19&
' PANEL HEIGHT SILL DETAIL NOM. / HEIGHT PER CORNER ANCHORAGE
MAX/ WIDTH TYP. / SEE TABLES PER ro SHEET MAX PANEL SEE TABLES "SHEET 11
PER WIDTH TYP. NOTE 2,
DLO
TABLES 1-3 NOTE 2, 13 INSTALL DLO PER 1-3 NTERIORHEIGHT SHEET15 DETAILS HEIGHT TABLES 1-3 SHEET15EXTERIOR
a a 'DW&'Dc', '� NOM.PANEL
O X X X SHEETS 12 X WIDTH TYP.
a
&13 , X X X PER TABLES
L.'
SEE FRAME& MAX.UNIT WIDTH SELL—D A L'D',SHEET 19;� MAX.UNIT WIDTH 1�
PANEL CORNER MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS*W&
/1 L2,SHEET 19� ,� INTERLOCK DUETAIL'M',SHEET 19 'Ic',SHEETS 12&13-\u HEADER DETAIL
J4 A//`MB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET 'B',SHEET 18; 1
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL V.SHEET 18;INSTALLATION HEADER INSTDETAALLATION
SHEET
DETAILS'Bw'&'Bc', DETAILS'IW&'Ic',SHEETS 12&13 'C INSTALLATION DETAILS
HW&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 Cw'&'Cc',SHEETS 12&13
SHEETS 12&13
I� — MAX.UNIT WIDTH MAX.UNIT WIDTH
PANELrE PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
TYPE TYPE TYPE M. F P.
R' MAX.
MAX.UNIT NOM. wi NOM. UNIT
HEIGHT / PANEL °zj I PANEL hHEIGHT Fk��r�Pb�wllhlbPERWIDTH TYP. �� I / / WtDTHTYP. / PER ale 1
TABLES MAX. /SEE PER / I SEE MAX PER TABLES NOAf
1-3 DLO TABLES 1-3 b I DLO TABLES 1-3 1.9 e1 ml sPloJoclCbetrol
NOTE 2, a I OTE 2,
HEIGHT SHEET 15 i SHEET 15 HEIGHT Bv,
......LJ LO X X X i X X X O `\ ONV LYNN N/
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18 EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; mo.5B'/05
) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
(3-TRACK,RIGHT POCKET
EW 8'Ec',SHEETS 12&13 'FW&'Fe,SHEETS 12&13 !-0:• a C R'
rower o rtnwar• or+tm'e - 0'.0 ST 1'L F7 ::•Vu�
SC 1aW015 A O CHANGES THIS SHEET r
eiMinr 10707ECHNMOGYDRNE EXAMPLE ELEVATIONS r '•.,rCORIOP.•'C7�.`
A VENICE.FL 76 SERIES 770 ALUM.SGD-LM IMPACT ON ilk
s.rMart m,•t j"'16
u++�vea ec A.LYN�JIMILLL:�i.P.E.
p JR 10/10/14 Q CERT.OFAUIH.928T2B ® S..7. NTi 16 d 22PGTO130 A P.EJ158705
PANEL'S RIGHT STILE TYPE
PANEL SINGINTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL %.I
L BOXASSTRAUT ASTRAGAL BOX LIN LOCKSTILE LOCKSTILE III) ECEIVER 90 RECE VER EXT CORNER IN EXT CORNER 136 ECE VER EXT CORNER}35 R CORNER
R
TYPES STILE Wf HANDLE BOX OUT 90 RECENROUT INW1HANDLE WtHANDLE WI HANDLE WtHANDLE WIHANDLE Wi HANDLE WfHANDLE WfHANDLE
G+"'U #120 #119 #61 #110 IX8t X18 118
�1 #31 �i #31
SCUTE
F PP K TR TQ TC TA TV TW
INTERLOCK
SINGLE
INTERLOCK IB E
IN P A C C /C SQ SC SA SV SW
m"wr
FIXED �^ja RR R (~
STILE V FD FC FV FW
feOXOVf) (eOXwf
LOCKST" �J D
W/HANDLE {,J
(80X0#77 (WXW)
W ASTRAGAL
a- BOX our LR
PANEL NOTES:
( col) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL SIZES&DESIGN PRESSURE.
w wrIiANDLE LEFT ERiOR
BOX IN /� RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
�„) 4 NTI
_ PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL EXTERIOR
~ � T U STILE STILE AND ARE NOT AVAILABLE.
() Box OUT 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES
(WKWO re"OUT)
W ASTRAGAL n T / ( PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
BOX IN ! C! APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
IeoXwl feaY28 ASTRAGALS.
INT CORNER (j 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE RT Cl (#61)AND CORNER ADDON(#31).
_I WI HANDLE#12
Z GOLOC STIL QT QS SILL RISERS OPTIONS -232'
f»- '232"
e9LocxsnL£
Q WI HANDLE#119232' EXTERIOR
Q" EXT CORNER>%1 232' EXTERIOR EXTERIOR .0 +
90 RECEIVER ( T CS EXTERIOR .062-I (� .062' 4.055"
WI HANDLE #118 v I k a �Y 3.395'
2.555•
1.567'
-'w-,
0 RECCEVER 1 AT AS DF -
WIHANDLE
EXT CORNER lr 58 /•'�.F SILL RISER.FLAT' SILL RISER,FLAT O SILL MEDIUM,RISER,
FLAT HIGH.RISER,FLAT
90 RECEIVER t! FLUSH,1-1/2" 20 LOW,2-112"#61 zz z4
EXT RNER #31 _ —^1 r-+--.750' 4DDrovcd*A-m
135 CoRECDLER 1 VT VS VF 750' 750" EXTERIOR Dak 8 PIY1a6 MtY ltu
W/HANDLE / �•! -�-�{ PkH,Ia 8-C�!tt{ .Sa
INT CORNER #31 EXTERIOR EXTERIOy2) � EXTERIOR �� 7!f• �►ham a
35 RECEIVER WT WS WF {1-1�{ .908" .062' M ml d Pmdpc irol
���///��� vv'-- O6Y �T' 4.055'
WIHANDL£ #R1 3.305' OY,
1.567' l `�
4kCENSp'•.,L�
19' SILL RISER,BO ' 2t SILL RISER,BOX 23 SILL RISER,BOX z5 SILL RISER BOX _
FLUSH,1-1/2" LOW 2-112" MEDIUM,3-1/4' HIGH,4" No.511705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS
crSC NO CHANGES THISSHEE7' o. 'AGf SIA SOF t'•: t(J
ee 1070TEC1474OLOOYMUM PANEL TYPES r t
N.VENICE FL 34276 rrc "—'- '��C��••.Ft OF:1D�_.•'C,�
�10/la'14
SER/ES 770 ALUM.SGD-LM IMPACT /6't(}�t;,t,e� °"'° �JR CERT:OFAUTH.#28M N SGD-770 NTS 1T d 22 PGTOl30 A P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) - --- - _ __ ___ BD OR 81 105 106 FULL PANEL JAMB LENGTH
•
LOCK PART
14 106 FULL 1a 758,107-11 �317
600R 81 5 � BOOR 61 16 5
G1 60 OR 61 2-TRACK JAMB
2 TRACK JAMB (SHOWN 5 SEE DETAIL G1
6'LONG CLIP#105 WITH FOR FIXED
t05 W/RETAINER#106 OPERABLE PANEL CLIP LOCKPgRT
113 80 75 8 107-110
MIDSPAN (SHOWN WITH PANEL)
FIXED PANEL TO OCK PART SEE DETAIL G2
5 THE INTERIOR) TL„EXTERIOR 103 113 75 8107-110 103 FOR FIXED 5 103 BO OR 61
AEXTERIOR PANEL CLIP .
14 15 6
® 112 4 18 17
#10X314• 4FULLGTH G 40 G4 60 OR 61SMS,X 3 2-TRACK JAMB 2-TRACK JAMB ,T UXTERIOR yEXTERIOR -LEXTERIOREXTERIOR
CLIP#80 OR#105 51 52 W/SCREEN \I/6'LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4TRACK JAMB
aQ (SHOWN WITH ®(SHOWN WITH ®(SHOWNWITH ®(SHOWNWITH ®(SHOWN WITH
MIDSPANFIXED PANEL TO H1OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR 5E-ERIOR
2 �v/
112 1 3 4
45 5 113 5 113 5
52 51
69 EXTERIOR 69 EXTERIOR 89
EXTERIOR 53 a a
a
SHOWN WITH2-TRACK WREEN 3-TRACK 4-TRACK MAX.UNIT
OPT.SCREEN elSC
FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER
TRACK TABLESI-a
� 69 69 89
EXTERIOR EXTERIOR
52 51 72 OR 73 a 72 OR 73 �1... 72 OR 73
`r-I AD#>�M ae mmplytug N11►fb�
46 11 113 9 10 U ae uld g
11 11 NOAH
48 47 p 8 Misml Dede Pmdnct&D jm1
EXTERIOR 112 O 5 113 113 0r
a 5 6
1.YNN
2 TRACK W/SCREEN3-TRACK 4-TRACK
FRAME SILL �FRAME SILL FRAME SILL
No.G8705
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES !;
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. _.1 � [C"
1)lIS:'uI_
er. o.K cwMw: o.roi+.c ST
SC 1(4&2015 A OCHANGES THISSHEEf ���•'•
VENICE it�6neroE VERTICAL SECTION DETAILS ;, .5^,Ftomv?• ;�C�`
a!e SERIES 770 ALUM.SGD-LM IMPACT !,`;;ONAI,��
(anNeattm0
A.LYNN NIIL�.�R,P.E.
SJR 10110114c�eotea �. CERT OFAUTH.NZd28B ® 30PT70 NTS 18 a 22 PGTUI3U A P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETA I ILS) 6 INTERIOR lie
28 &1 — 30 7 113
63 1
27 26 27 63
(O � 103
OR 61 60 OR 61 62 111 63 60 OR 61
29 14 65
29 120
85 65 6
lulE.XTERIOR*III EXTERIOR 111 90*
62 5.* INTERIOR EXTERIOR
j6j�,?P�IjOql<FOR FLAT SILLS 62 EXTERIOR EXTERIOR
la P-HOOK FOR BOX SILLS INTERIOR 10,
T L
Q;l OR INT.MOUNT) EXT.MOUNT ONLY <D 90* 60 OR 61
I_Olj�PART (LK P TI LOCK PART
1 0 -110
75 107-11 7 &107 11 75&107 6 INTERLOCK
14
113
60 60 61 61 118
FfXTERIOR 113 EXTERIOR 113
67 J 68
STANDARD ASTRAGAL#67 ifaHEAVY-DUTYASTRA AL#68 eN90'OUTSIDE CORNER 90'INSIDE CORNER ITEM#61
WITH STANDARD STILES#60 �_L WITH HEAVY-DUTY STILES#61 %jI—2-TRACK SHOWN �,V2 2-TRACK SHOWN STILE)SH(HEAVY-DUTY
OWN,ITEM#60
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) 1-3.SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31 LOCK PART
INTERIOR
5 INTERIOR
I -ppm
"d 0,camplywjilyllfi tbb
135'
Fleirlda Upid
14 5 61 32
NOaa
61 103 Miami ado rod"J'04jotmi
32 yEXTERIOR 61, UIWZ�mw
LOCK PART 31 103 01 EXTERIORI 1,
INSIDE CORNER
14 135 0\. .....
\,�2 2-TRACK SHOWNXpLNSg
,6a\135'OUTSIDE CORNER
V12-TRACKSHOWN N,59105
cri
ij
SO f46015 A NOCHMANGESTHIS
—RIZONTAL SECTION DETAILS,CORNERS
N.VENICE,FL 34276
"'.."LoRko
IES 770 ALUM.SGD-LM IMPACT
A:LYNN�ILLI!W'P\E\.
PG A
JR ;i�."' E CERT.OFAUTH r22M ""ZZ.1111 J'NTS 1 19 -22 1' T0130 REX 58705
Item POT PGT# Description [63
POT POT# Description NOTES:
Dw .# - - Dw .# _ _ __ 1)ALL ALUMINUM=6063-T6
1 17306 017306 2-TRACK HEAD OUANEY/rRUSEAL DURASEAL SPACER(COMPOSITE
2 17303 817303 2-TRACK HEAD WFTH SCREEN RAL SEALANTIDESSICAN)or CARDNAL&E13GE SPACER 2)ITEMS#33-39.'57-59.66,78,84-99.
3 17309 017309 3-TRACK HEAD 17325 817325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 17328 817326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 17327 017327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
8 17317 617317 FRAME HEADAAMB ADD-ON 1225 OTP248 VINYL BULB WSTP.-THIN ONSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY
7 17304 817300 2-TRACK SILL 84 1729 71729 SRL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C.
e 17301 817301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 07 17329 817329 ASTRAGAL
10 17310 817310 4-TRACK SILL fib 17339 817339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILLTRACK INSERT 09 17324 617324 TOP&BOTTOM RAIL
12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 617310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71. 1695 71695 1-1/2"X1"X314'HIGH FIN SEAL DUST PLUGS
14 17305 617305 F-RACK JAMB 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
18 17308 617308 3•TRACKJAMB 74 SILICONE DOW-899,DOW-995 OR GE-77D0
17 17311 617311 4-TRACK JAMB 75 61&5 78185X GEMINI MORNCE 3-PLY DUAL LOCK WA.ONG TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-112' 78 71032XIFPFX 01032 X1'FL SS SCREW W/TYPE
19 17319 817319 SRL RISER-BON FLUSH,1412' 77 7103239 1632 STEEL ZINC U44UT
20 17321 617321 SILL RISER-FLAT,LOW,2-12" 79 17357 617357 1"10 BEAD
21 17318 617318 SILL RISER-BOX TOW,2-1/2' 8D 17359 617359 7/16"BEAD/FIXED PANEL CLP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 81 17380 617360 9116'BEAD
23 17354 817354 SILL RISER-BOX,MEDIUM.3-1/4' 82 1224 OIP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SRL RISER-FLAT,HIGH,4" 83 61745 1745 LOWE NC,1/2"Xt/16'SGL SIDE ADH.TAPE,POLYETH.
25 17320 817320 SILL RISER-BOX HIGH,4" 100 8052 40052 ROLLER ADJ.HOLE PLUG
26 17333 617333 POCKETP4100K 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P4100K 102 1696 71698 DUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 8168 7816OX 1'KEEPER
29 17335 817335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 817348 POCKET P100K FOR BOXRISER 105 17344 617344 FIXED PANEL CLIP-6'LONG
31 17370 1 617378 1135CORNER 100 17352 017352 FIXED PANEL RETAINER-Bile'
32 17376 1 817378 1135 FIXED MOUNT 107 1739 71739 HANDLE Kfr-INTERIOR RAISED WfFHTHUMB TURN
ITEMS 4063 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE
40 4319 612256 SCREEN SIDE RAP-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X374'PH.PN.TEK-S.S.
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67318 WSTP,.27OX.170-FIN SEAL
44 4428 04428 SCREEN DOUBLE INTERLOCK 113 1712 6086 .187'X230'FNSEAL
45 4317 812258 SCREEN TOP RAIL 114 710X115PPX #10 X 1-1M'
48 4318 612257 SCREEN BOTTOM RAIL 115 ?I0XPPT #10X1"
47 868 7SRAZ STANDARD ROLLER 116 720XIIX #14.20 X 1"S.S. 4pp—d ae camplylug rrlO IE.
48 668 7SRAX STANDARD ROLLER-ST.STL 117 72OXI 12X #14-20X1-112"S.S. Florida Uulding_ _ C Jg
Dak !ri 1013. 15
49 4344 64344 SCREEN ASTRAGAL 116 17338 617336 90 DEGREE CORNER RECEIVER NCAA
60 17349 617349 OXO SCREEN ASTRAGALAD4PTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 011 od�' C.51 1692 61092 SCREEN SPLINE-.165' 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 FI ED PANEL RETAINER,7/8' .
53 61816020 SCREEN CLOTH �`�rQNt. litly 1w,,i
54 1725 1/2'X4'X 1/18•SET.BLOCK,NEOPRENE&5•/3 a. \,\C- SF '•,�Q
55 1720 1'X4'X 1/16'SET.BLOCK,NEOPRENE 85 H3 ••,>c
NOTES: = T' Mn.58705
1)ALL ALUMINUM=6063 T8 !Y
2)ITEMS#33.39,5759,66,78,84-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
whaer ar rtM1va C/'•. Sl il'E 4J:'
SC +WSQ016 A DEDXL EDGE SPACER TO PART08 'hn� '•.,FCORIOI;.•'•\�•� �
+d7o7£cxNcxoorDRlve PARTS LIST ..... .•
M VFNlCE,l4 34278 ns
JJ • 1018115 n Rw+}4sa+eod SERIES 770 ALUM.SGD-LM IMPACT
a.�.wst l;
atm oµu�+ air. A.LYNN MILLER,P.E.
aw ,Wttv14 D. CERT.OF 41 d ® SOD-no NTS 20 •22 PGT0730 A P.E.#68705
5.069" -�( 6.562 1.36" 1.36"
0.080"
1.872"
1.211" 1.505"
1 0.081" 1.019"
rTT7� IJ. 0.062'
0.081" 02-TRACK HEAD t0 4-TRACK SILL 0.081' SCREEN
(6063-T6 AL) (6063-T6 AL) 4o STILE
6.198" (6063-T6 AL)
6.198" � 6.628" 5.069"
0.080' -y (� 1.045"
F-7
2 1" 1.505" .�I I
1.993° 0.062"
0.081' O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB 45 SCREEN
TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB 75 SCREEN TRACK/
6.221"
0.080'
(6063-T6 AL) 1.35"
1.505" 7. I p r- 0.875'
1.211" -1 -11.36"
1.993"
0 081" L 0.062"
O3 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081'
(6063-T6 AL) (6063-T6 AL) SCREEN
as BOTTOM RAIL
(6063-T6 AL)
9.142" 4.49" 0.081"
�I
0.080" -[
1.211" 1.505" 7
0.060 .105"
9.141"
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
" APProved as wmnMug Mth t6,
1.514" LI Ptorma Bolding Code
0.062" NOAH
0.532" 0.760' Mleml Dade Product CoahoE
1.260"
y 0.080" 1.990" Br,
J_ 1.516"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON tz ADD-ON t9 END ADD-0N tB 3-TRACK JAMB �,.•�VVCN.g;;':;<`I
(6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.58705
t7 4-TRACK JAMB =_•
OR 3/16"MASONRY OR 3/18'MASONRY O(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. 0 iY,
ow e.wm":
oe.opws -�c�`•. s(ra;��rnl[S;' `�
/6201b A OCHlWOE3THl9 SHEET
FCOF IOI
f0707ECRNOLooYDRIVE EXTRUSIONS
SC f0 %, ..,• ?•,.:•:,cj
,WBy. /sa1}1ao-lsoP a, SERIES 770 ALUM.SGD-LM IMPACT
�i
a.raey:pls o.ae ® a rSGD-T/0 N6NTS 2ai.�1 22 -"Wtnw A A.LYNN REA 69 OS P.E.
JR 10/10/14 CERSOC PGT0130
0.710" 0.83"I+ 3.80T --y�
3.02' 2.304" 0.752'
--A
I� I
0.752'
F L � 1.10" -_ - 0.885"
0.574" 0.796' " 1
0.062' 0.080" 0.062° 0.062'
L
0.264" 0.075' 0.233"
OFRAME SILL P-HOOK MOUNTING P HOOK SCREW ao P-HOOK FOR BOX RISER
SCREW COVER 11 TRACK 28 P-HOOK 2B ADAPTOR OCOVER 0.080"
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (fi083 T6 AL)
4"
.155" 4-
2.30" 1.488" 1.739" -�(
t L=====(( 4
0.080" 0 062" 1.303"
0.830" 1.600 tAi
1.600 0.062'
1.888"
-j 080" 1.870" 0.325"
016" 1.974" +� 0;062'
2.44" 3.125" 3.125'
INTERLOCK INTERLOCK
31 135°CORNER O 135°FIXED MOUNT O STANDARD STILE st HEAVY DUTY STILE t@- PT
O
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) F6063-T6 AL)
3.979'
3.979'
4.125"
0.075" 0 062 1 04. 1.050"�- 1.050" -�{1.050" (+
0.075" 1.645" .1115 SII
1.645"
II 28 °045 611" 465"
4� 3.25' -+11 iT�- ,045" 045"
0.125'" 0.281"
07 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING7116'GLAZING Bt 9116"GLAZING
T6 AL) {6083 TB AL) BEAD I.G.) 90 BEAD.FIXED BEAD
(6083-T6 AL) (6063-
(6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003" 1.03"
4" 5.621"
0.757" 0.080
0.050° 4pplmed u complying Wilk Ib.
FIXED JJ 0.133' mmW'6°Idle`+ $Fenn,
105- 0.709" 2.893" 1.498" 0.133' 1.498" �j� �` ""-.
PANEL CLIP
(6063-T6 AL) HDA0 Mede Product(oeh°I
0 080"
.550' •-j 0.863
FIXED PANEL 5.621" 4" 8Y t 1 t 1
0.709" 129 RETAINER,718" 120 90°INSIDE CORNER ASTRAGAL `\��pa(LYNN..14e ,
0.080' rll (6063-T6 AL) 2'826' 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) :�•. ��cENsr •.F�
I (6063-T6 AL) '
FIXED PANEL 118 90°CORNER RECEIVER `i:: r r
I.o.�(t70�
106 RETAINER.9116° (6063-T8 AL)
(6083-T6 AL)
tl
wonaer: a"m: tr. o'm°" �•1Q to ft�.0 IS,•�/:
sc M2016 a NO CHANGES THIS SHEET f0707ECHNOLOOYDRIVE EXTRUSIONS •.,�'LnRtd:.•'��
N.VENICE,FL 91476 SERIES 770 ALUM.SGD-LM IMPACT
G+.n Ox 0era cn.rr.I aw: (NIMSO.1600 talc ere a..`erb A.LIlt•IN AIILL��,P.E.
JR 101f0114CERT,OFAUTH.d�M m soO-na NTS �" d"�" PG7D130 A P.E.N 68705
M IAM[•DADS MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) It 805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3i5-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "SH 700"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1
through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and
scaled by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2
and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No, 15-0519.08
MIAMI•DADE COUNTY 1 Expiratibn Date: March 26,2021
Approval Date: July 09 2015
Page 1
- ryy
�g J
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-10.18.0.1 and 07-0322.06)
2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through
11 of 11, dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test, per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E. (Submitted under previous NOA No.07-0322.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
..2)Large Missile.Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06)
3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05,signed and sealed by Edmundo Largaespada,
P.E. (Submitted tinder NOA No. 07-0322.06)
4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory,Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and
sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01)
Manuel re,P.E.
Product Contr Ex iner
NOA No. -0519.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,with fin frame, prepared by Fenestration Testing Laboratory,Inc.,Test
Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by
Edmundo Largaespada, P.E. (Submitted cinder NOA No.054 018.01)
6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin flame,prepared by Fenestration Testing Laboratory, Inc.,Test
Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by .
Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite0 PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16.
Manue ere P.E.
Product Conn(olj-x
iner
NOAN . 9.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5"' Edition. (2014), dated May
16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller,P.E.
3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL-
5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947,
FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory,
Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E.
(Submitted under NOA No. 05-1018.01)
G. OTHERS
1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series
"SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and
expiring on 03/26/16.
-Wa wzfL :-I�IAaa
Manuel QExa
P.E.
Product Contriner
NOA No9.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
E-3
GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2)
A.5116'LAMI CONSISTING OF(2)UTES OF 1/8'ANNEALED GLASS WITH A.090-KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
B.5/16"LAMI CONSISTING OF(1)LITE OF 118-ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX`FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C.5/16"LAMI CONSISTING OF(2)UTES OF 1/8'HEAT STRENGTHENED GLASS WITH A
.090"KURARAY BUTACITEmPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP
.090"KURARAY BUTACITE"OVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F.7/1S"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) SHEET
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1
G.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2
.090"KURARAY BUTACITE"PV6(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3
H.13116'LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4
OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE`§VB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5
1.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6
WITH A.090"KURARAY BUTACITE 13(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7
J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAIL..............7
.09D'KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX ISVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11
K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE
OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE IPVB(BY KURARAY AMERICA,INC.)
OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS
WITH A.090-KURARAY BUTACITE VY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.13/16"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIRSPACE AND 5116"LAMI CONSISTING OF(2)UTES OF 1/8"ANNEALED GLASS WITH A
.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION)
3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
®
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
PRODUCT REVISED
5.SHUTTERS ARE NOT REQUIRED. ns oomplyingwith the FWWa
Building Codd
AccePtmoe No '0 IB•�S
6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ex imtian Dato t HOZ)
7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646•FTL-4647,FTL-4648,FTL-4649,FTL-4650.FTL-4651,FTL-4723,FTL-0957,FTL-4958 AND FTL-5063. By
Mitun• ade Pmducl(3un
® ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.
®9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ���\0.."G '•••1�(�FRi�:
HURRICANE ZONE(HVHZ). `\��:.��t GNSt
®111.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. _ NO.56705
n.wor oar r..twor =,p •. c1 TE Op •:�•\
C.M. 6112115 E 5THED/TION(2014)FBC UPDATE GENERAL
FLOR�OP'• \G�`
n 1070 TECHNOLOGYDFWE GENERAL NOTES ; r.
J.J. 10PoT/11 D 2010FBCUPDATE N.VENICE,FL 34275 �' i `S IONf1 �G"\
er txr• ALUM.SINGLE HUNG WINDOW,IMPACT
J.R. 04/01111 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O.eox 4sm � o".Mnta wr A.LVN�IMILL�R,P.E.
NOKOMIS,FL 34274 Vbib Better saa
0 fne t.� eft /Y 511700 NTS 1 a 11 404020 E FL P.E.#58705
F.IC 9/1A75 J.J. 7123V07
NOTE:
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3116"WITH NO CHANGE
_n IN DESIGN PRESSURE.
V2"NOM.
Li1/2"NOM,
141 GLASS SITE G 'S BITE
ll
.......... EXTERIOR INTERIOR r-">
(ALL SECTIONS)
37
PVB"=
KURARAY BUTACITE0
PVBINTERLAYER
O
e,81 or 82) �83,84 or 85) SAFLE)ePV13 INTERLAYER BY
EASTMAN CHEMICAL COMPANY
70 70 _LIL
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER .090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3fl6'ANNEALED OR HEAT STRENGTHENED GLASS
5116-NOM. 7116*LAMINATED
5/16"LAMINATED GLASS 7/16"LAMINATED GLASS
lJ n n
1r2l'NOM. 112"NOM.
46 GLASS BITE 46 GLASS BITE
........... ---------
(38 38
pR0DUC7rBEViSED
0 complying with ft FWda
Building Code86,87,88 oC 92 89,90 or 91 -
=Dao I
Acmp m N'I
By
t(O
70 mV. &�
A i dtPmductCon I
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER, .090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3-1 3116"ANNEALED OR HEAT STRENGTHENED GLASS
5/16*LAMINATED 7116"LAMINATED � k\t 4f/z '41
AIRSPACE AIRSPACE N�,P eF
if
118"ANNEALED OR TEMPERED GLASS A 118"TEMPERED GLASS
:
"NOM. 13116"NOM. -k NO-68705 *
13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W1 7/16"LAMI
1* 15 ,ttl
ST
L.M. 2115 E REWSEDWERWERMMUFACTURER GLAZING DETAILS
1070 TECHNOLOGY DRrVE Z,. ....... Q
J.J. NOCH4NOESTHISSHEET N.
511 ALUM.SINGLE HUNG WINDOW,IMPACT
V7
Z 01/11 D VENIM.FL34275 --4cmT
/11 C
J.p- �qO4 CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O.BOX L'29 A./`L/�INN MILLER,P.E.
�br w NOKOMI-4.FL34Z74 Vbibly aaaer
FK 9/j/05 J.J7 I�Flll 107 -11 1�"�404"O E FL P.E.#58705
1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH- GLASS TYPE 63" 66" 68.1 70. 72" 74" 76" _MEETING RAIL
48" A,B,M +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60,0 -80.0 +80.0 -80.0 +80.0 -80.0 HT.
so. A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -ft() +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 *X, S SH
5 2"
A,B,M +80.0 8D.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 +78.8 78.8 +77.3 -77.3 +75.9 -75.9
63118" A,S,M +60.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 74.0
[pT0
63118- rSL
CD,E,F.G,H,I,J.K.L +eo.o -80.0 +60.0 -80,0 +eo.o -80,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.01
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT "0"
WIDTH- GLASS TYPE 38 3/8" 605181, 63, 72" 74' 76"
48" A,B,M +80.0 -80.0 +60.0 -80,0 +80,0 -80.0 +80.0 -80.0 +70.0 70.0 1+70.0 70.0 1+70.01 70.0 HT. MEETING RAIL
50, AB,M +80.0 -80.0 +80.0 -80,0 480,O -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 1+70.01 70.0-
-62- A,S,M +80W0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 .68.8 +67.6 -67.6 1XI
53118" A,9,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +75,0 -115.0 +68,0 -68.0 -F66.7 -66.7 +66.6 1-65.6 ST
.FU-PTO53118- C.D.E,F.G,H.1,J,K.L +eo.o -eo.O +00.0 -80.0 +80.0 -80,4 +80.0 -ftO +70.0 -70.0 +70.0 -70.0 +70-01 70.01
CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS - -I
WT
WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH-76"FLANGED AND 75"INTEGRAL FIN) .0. MINUS'
WIDTH GLASS TYPE 1 171/8" 1 2211116" 1 28 3116" 1 33 314" 1 39 6/1115" 1 4413116" 1 60,318" 66 15116" - SASH
63118" LD.E.F, 1+80-0 -80.0 1+80-0f-80-0 1+80.01-80.0 1+80.01 -80.0 1+70.01 70.0 1+70.01 -70.01+70,0 - j HT. HT.
1 70.01 MEETING RAIL
GLASS TYPES: TEST REPORTS TABLE 4. 81;H
A.5/16"LAM[-(1/8!A,.090,1/8`-A) FTL-4647,4848,4723,4957
S.5116-LAMI-0/8"A,.090.1/8"H5) FTL4647,4648
C.5/19-LAMI-(1/8"HS,.090,118-HS) FTL4647,4648
D.7116'LAMI-(3/16-A..090,3116"A) FTL-4645,4685
E.7/16P LAMI-(3116"A,.090.3/16-HS) FTL-4646 PROIDILi-RIEV)SED
F.7/16"LAMI-(31116-H8,090,3/16'HS) FTL-4645 "complying I with WD FWd.
01 dil�g CQo
,"p,0_No 15-Q DW I
I
G.13/16"LAW IG-1/$"T.AIR SPACE,5116-LAMI-(1/8"A„090,1/8"A) FTL-4648,4723
cot'nDDte
H,13/16"LAW IG-1/8'T.AIR SPACE,5/16'LAMI-(118"A,.090,1/6`-HS) FTL-4646 By
L 13116-LAW IG-1/$"T AIR SPACE,5116-LAMI-(I18"l-IS..090,118"HS) FTL-4646
J.13/16"LAMI IG-1/8"T,AIRSPACE,7/16-LAMI-(3/16"A..090,3116"A) FTL-4649,4650
K 13116-LAM[IG-1/8"T.AIR SPACE,7116"LAMI-(3/16'A..090,3116"HS) FTL4649,4850,4958
L.13/16'LAMI IG-118"T,AIR SPACE,7/16-LAMI-(3/16"HS,090,3/16-HS) FTL4649,4650
[ ,j LINN M,13/16-_LAMI IG-IferA.AIR SPACE,5116-LAMI-(1/8"A,.090,1/8-A) FTL-5063 ,i............
NOTES:
1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED,
68705
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS.
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518*MINIMUM TO 38"MAXIMUM.
Cf=
4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY • pj:7
'E IADD SASH mwm� a-w- STAT/.r
IN 6112115 GLASS OP77ONS FOR CUSTOM VIEW WINDOWS p N -* \�`-
7wwi -1070TEC 10LOGYDRIVE DESIGN PRESSURES
J.J. 10)07/11 0 NO CHANGE87HI3 SHEET
N.VE..:
ALUM.SINGLE HUNG WINDOW,IMPACT
JR. owl/fl C CHANGED CAP GLASS 7YPE TO TEMPEREDFROUHS P.O.BOX 1529 A.LYNN MIMR,P.S.
D-BY. ore-adxf VW.- NOKOMIS,FL 34274 V7.1bly Better FL P.E.#58705
JrX 971A15 J.J. 2a=7 I NTS 3 - 11 4040-20 E
53118'MAX.FLANGED WIDTH
—
52118"MAX.I.F.WIDTH
49 5/8"MAX.FIXED
DLO(ALL) D
t
75"MAX. MAX, 75"MAX.
SEE OLD I.F. A A I.F. LF.
TABLE 0 DJ HEIGHT SEE DLO HEIGHT SEE DLO HEIGHT
L76�'MAX. TABLE 0 76'MAX. TABLE 0 76"MAX.
FLANGED FLANGED
T7
FLANGED L L
T- HEIGHT HEIGHT HEIGHT
SEE DLO, T T—
TABLE x j SASH SEE x
DLO SEE SEE DLO S
(MAX.) HT TABLE NOTE4 TABLE x
L
481/4"MAX.
VENT OLD(ALL) DETAIL B DETAIL C
DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH)
111
VERTICAL DAYLIGHT
75"MAX. OPENING 75-MAX.
I.F. I.F. FIXED LITE—LO W HIGH
HEIGHT E—J HEI
SEE OLD DETAIL SILL SILL
TABLE SEE DLO A $4 112" 34 3116"
0 TABLE /
- 76"MAX, 0 pO 76"MAX. B_ 41518" 41114'
FLANGED FLANGED c 411/4" 40 7/6'
HEIGHT HEIGHT D 62 518" 52 11/16"
L E 62114' 525116" PRODUCT REVISED
SASH a,complying with the Florida
T- K 2 20" LOW HIGH guildingCod.
SEE OLD TABLE SASH SEE DLO�TABLE SASH DETAIL - SILL SILL Acc "o -D 1 -11 1 C&
m
L
HEIGHT HEIGHT "%�"-&i mai D"o
I A 34 IIZ' 34 3116"
t B 27 7116' 27 11W
8 C 27 7/16" 27118"
DETAIL D DETAIL E D 16318° 15 314".
VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH] E 16 318" 15 MV
TABLE 5.
1/4,
NOTES:
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. No.58705
3 SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON ATHREE OVER TWO FORMAT-
p 15LY
STALE Or `/j
Ftom-
L.M. &1?115 E NO CHMANNGES rnHfJS
7070 MCH S'
Z. —wom i 'D ' No cHmGEs THis sHaFr N.v Nil E,FL34275 "//I,;lojq
75;vd—ar.— ALUM.SINGLE HUNG WINDOW,IMPACT 0/mo
J.R. as
1—c No cHmcEs mis stwEr P.O,0(?x Ing A.LYNN MILLER,P.E.
NOHOMI5,FL 274 Bater 11 'o
j;7.
F.1C 'WI105 I—J.J.' '2t2"7 I FL P.E.#58705
NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE F SASH 26 27 NOTE:BALANCE PARTS USED
(D" INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
31
9,10,11,15,16
2.71
MAX. IN i& 1 0'
FIXED
LITE T8 OR 17
DAYLIGHT 26
OPENING Ill
1*1 1 OUTSIDE
25 MAX.FIXED LITE DAYLIGHT OPENING
MAX.WIDTH 6
SECTION A-A
UTSIDEMEd- E FIN(1F)RON—EsEdlNOS—
INSIDE
23u 47
50
MAX.
HEIGHT 2 46
OUTSIDE HIGH
S 2. $0
St L
LOW
MAX.
VENT
DAYLIGHT (t9) HIGH SILL LOW SILL HEAD 'AMB OUTSIDE
OPENING
68 I.F.FRAME
28 PRODUCTRSVISED
53 m mniplying with the FWdda
Buildinecodo
OUTSIDE AcQplmtwN*I ADS) .(�S
im0mDate 'gotl
6 BY
49;
HIGH SILL Ayc 'ID51
53 l'o. 2 946' 63 M* DadeProductco.
2.3
52 (Low SILL) ILL)
SEE NOTE ABOVE 54 64
Al LYNN 41,
...... Yee
3 30 12
ULTRALIFT 69 67
ONLY 12 ULTRALIFT SECTION GC
B-B ONLY
(LOW SILL SHOWN) ALTERNATE HIGH SILL RADIUS TOP
(HEAD DETAIL-FLANGED VERSION)
L.M. SII3H6 E NO CHANGES THIS SHEET NE
STATE
GM TECHN DR
E.FL 34
11 UENICOLOGY275VE SECTIONS
1WO7111 D NO CHANGES THIS sHEEr ........
J.R. alml/11 —0 NO THIS SHEET P.O.BOX Iws ALUM.SINGLE HUNG WINDOW,IMPACT
V� NOKOMIS,FL34774 visebly Better 14"It R,P.E.
F.K 911105 _j7y'lw**&07 —S"700 JHalf j�45 -11 10— 4040-20 IE 705
ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT#
1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K
2 1155 #8 X 1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 81816
3 4003C FLANGE FRAME SILL(LOWSILL) 612226 63 $05 GLAZING CHANNEL(ASS X,500) 6533402
5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1
6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 1/2-7/16 LAMI 62BVI 510
7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051
8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050
9 4029 SPIRAL BALANCE,3/8'%518",OR 11116" 70 ISILICONE.DOW 889.995 OR EQUtV.
10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR916 80 1A.GLASS,5116"LAMI,(118"A,.090 PVB,118"A)
11 #8 X.750 PH.PN.SMS 7834M R182
B.GLASS,SAW LAMI,(1 M090 PVB,118"HS)
12 BALANCE BOTTOM BRACKET 7BALTBK7 C.GLASS,5/16"LAMI,(116"HS,.090 PVS,1/8"HS)
13 108511D86 SASH TOP GUIDE 42504 D.GLASS,7116"LAW,(116A.090 PVB,118"A)i5 #6XIPHILLIPSFLATHEADS.STL 78XIFPAX E.GLASS,7116"LAN,(1/8"A.090PVB,1/VHS)
16 1080-1 BALANCE COVER,11/16" 6BALCVR670 F.GLASS,7116"LAML(118"HS,.09D PVB,1/8"HS)
17 4053 SASH STOP COVER 64053 G.GLASS,13116"LAMI IG;1/8"TAIR SPACE,5/16"LAMI,(118"A.090 PVB,1/6"A)18 4029-1 SASH BRACKET 7ULBRKT H.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5/16"LAMI,(1/8'A.090 PVB,1/8"HS)
19 98-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAMI IG;118'T,AIR SPACE,5116"LAMI,(118"HS,.090 PVB,1/8"HS)
21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13116"LAM]IG;11/8"T,AIRSPACE,7116"LAM[,(3116"A.090 PVB,3/16"A)
23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7116"LAMI,(3116"A.090 PVB,3116"HS)
25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67816G 91 L.GLASS,13116"LAMB IG 118"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3116"HS)
26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAN IG;1/8'A AIR SPACE,5/16"LAM],(118"A.090 PVB,1/8")
27 1016 #8 X.625 PH.FL.SMS 7858 2,878
28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2784
30 1226 WSTP.,BULB VINYL 6TP249
31 4008 SASH SIDE RAIL 612231 062
34 1268 SASH FACE GUIDE 42501
35 1622 LAMISETTING BLOCK 3132"X25164"X1" 71622K 3. 55
36 1052 LAN IG SETTING BLOCKI"X3/4"X1116" 71052K
37 1224 IVINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062
38 1225 VINYL GLAZ BEAD BULB(THIN) 6TP248K
41 40398 GLAZING BEAD,5116 LAM.GLASS. 640398 FRAME,I.F.HEAD
42 4044E GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 47 #4071A,6063-TB 171
44 4222A GLAZING BEAD,7/16"LAME 64222
45 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 4$ FRAME,I.F.LOW SILL
46 4067 GLAZING BEAD,13118"LAMI I.G. 64067 #4072A,606376
2'908 PRODUCT
47 4071A FRAME,LF.HEAD 64071 with 6D
as cmnplying with LLta Fbtlds
48 4072A FRAME,I.F.LOW SILL 64072Rnitaing Cotte
2.374 AccepinnccNol5"OJlq.O$
49 4073A FRAME,I.F.HIGH SILL 64073 isatianSJate bj��)
50 4074B FRAME,I.F.JAMB 64074
52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM biivnf da p7odutX'Co
53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4. 71
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1
55 1014 1SCREEN FRAME(HOR.&VER.) 61014 .062 NOM t t t t
56 1630 SCREEN CORNER KEYWIRINGS 71630 LTHICKNESS
67 1631 SCREEN CORNER KEYW/OUT RINGS 71631 `� �01a�,•.:.,',_M/7�
68 1073 SCREEN SPRING 7CASP t� \GENSB FP '
59 1624 ISCREEN SPLINE-.135 DIAFOAM 61624K 50 FRAME, I.F.JAMB NO.56705 yr
FRAME,I.F.HIGH SILL #4074B,6063-T6 �•—.-i•
�9 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) –-0 '� ,5 tVl
ay. the n. „r %.�0•'• S ATE OF <4/
LM. 5N?!tb E NO GRANGESTNlSSNEE7 ���o•FLORtOt'•''��\
rsµar iO70TECHNOLOOYORNE PARTS LIST
J.J. 1 7111 R�w NO CHANGES THIS SHEET N.veNICE,FLaa2755jONAL�%��`��
J.R. 04_,I" C CHANGED CAP 01-ASS TYPE TO TEMPERED FROM HS P.O.139X 1520 ��.� ALUM.SINGLE HUNG WINDOW,IMPACT 7 t r i t 1'
am W. tar aratwx twr N—MISJU4274 V>;slbly.$etrer �'"�' ase cr.,e n."`or+s n+.. A.LYNN h4tiCl R,P.E.
FX 9/1/05 J.J. Z2.U7 SH700 -;TS 6 a 11 4Q40-2Q E FL P.E.#58705
1
4f 47 I.F.FRAME SEALANT ALONG ENTIRE JOINT
1
-2 Il I.F.FRAME
2.784--1 T.062—
2.830 2.330
63 Lj
L 1 II 11
==L.062
1 6 or 50
FLANGE FRAME HEAD
#4002A.6063-T6 1—784
—1,749— FLANGE FRAME SILL (LDH) WELD
#4003G,606346 ALONG
�SCREW
1
SEALANT OR GASKET BOSS(2)P1.7 120 —L— AT HEAD AND SILL
.062
.062— �jo'o I r-.040 1
T VIEW D-D VIEW E-E
(111 8"AEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
'OVER
SASH STOP — — FRAME CORNER CONSTRUCTION
G) FLANGE FRAME JAMB
#4004,6063-TS #4025,6063-TS #4053,6063-T5 .050
(USED AS RADIUS TOP HEAD) 1.165
-T RL 678
1.342 2.279-----1 2.326----1 .06T21.349 41 GLAZING BEAD,5116"
#40398,6063-T5
.0621.707 .062 SASH SIDE RAIL
—01.979
5-1 .062---�— 0 #4008,6063-T5
21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)
#4054A,6063HO-T6 #4006C.6063HS-T6 #4007,6063-T5 ��'
678 PRODUCTRIIVISED
Tplying with O*FWds
70 GLAZING BEAD,5/16" ss" '
—2.326-1 @ #40448.6063-TS 15- '1*'%
1.096 (USED W/GRILL KIT) irotto nate
.062 821
GLAZING BEAD 7/16"
3-446 2.946 #4222,6063-T5
rr .050
.683
2.638 050
T
062 A—
i - - 1 1.097
Q#? LYNN
7ze
#4067.6063-T5 T
.050 678 GLAZING BEAD,13/16"IG IVSF
FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16 No.56705
#4050A,6063-T6 #4051A,6063-T5 #986C,6063-TS
t115
(USED W/GRILL KIT)
LM, 6112115 E NO CHANGES 7HIS S ST TC or-'
tjl. AMA07
F.W� EXTRUSIONS FRAME CORNER DETAIL
ftww. I —1070TE NOLOGYORfVS1:3.0r--Zjr
101071f 0 NO CHANGES nas sHEEr CH ......
id. N,VENICE.FL 34275 WINDOW,IMPACT
ls;iw. RIWO—
JP- 001/11 0 NO CHANGES THIS SHEET P.O.BOX Im N�m ALUM.SINGLE HUNG 10NA1
— — A.LMNMIEL�R"P.E.
6� BY V� NOKOMIS,FL 34274 vc - - I—,
FX 91fM6 I'jLiff 1-7 - IIT--, FL P.E.9 58705
ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/,r ELCO TAPCONS
2-114'ELCO,SSA CRETE-FLEX
SUBSTRATE: 28.603 34.603 1 40.603 46,603 1 52.603 1 58.603 1 64.603 76.000 3-#12 SCREWS
ANCHOR TYPE: L) L) 0
a 2.ANCHOR LOCATIONS ARE BASED ON THE
z z
a 0 oz 0' 0 0 0 Ord 0 0 0 0 0 0 0 FOLLOWIING DIMENSIONS.
WINDOW1 GLASS zqo z zO z z C40 z 0 m 0 11 N
c"r o Z Z Cro
0 0 0 0 0 0 0 0 0 0 HEAD-18 1/2"MAX.FROM TOP CORNERS
c4 C9 z z c) C,z Z
c1ro 0 Clio
WIDTH TYPE I-Old-0 -111-1
0
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS
FROM BOTTOM CORNERS
H,I,J,K,L 1112 111 1 111 21211.121�112. 21 212 21 �j 2 212 212 2-12 212. 2'
2 1 1 21* 121
19.125 1 2 21 1. 21- 12 2 2 2 3 3 s"MAX.BELOW MTG.RAIL
ABN - 1 SILL-ANCHORS NOT REQUIRED
-1-i 21 i _Ti j
1 I'l 1 112 1 l'i 112 2 21�j 212 12 2 1-i '21i 2 2 2.1-212 2'Fi 2 2 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR
12 l'i 1- 2 2 2 2 2 1` 1"ij F i '
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E,F,G, 1 1 1 NOTE 2.
'fl2 Ili 112' 2.1-11-111 212 If- 21
12 2 1 2 2[2 �1'2 212 212 21� 21 2 2. 3 21d
24.000 H,I,J,K,L 12131212 il 2' 2 3 31 2 2 3 3
4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
AB.M 1 11- FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
112 Ill 112 112 112' 212 "iJ2 i12 2 f_2'_2'12 212 212 212 212 21'3 '212 2 1'2 2-13 212 2['3 '3133
1212 3 ARE I-LESS.
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 2 1 1 2 1 1 _2 1 5.DESIGN PRESSURE LIMITATIONS:
112 2 -- i g2' 14-13'3 4[4
H,I,J,K,L I'l 2 �Li._2L3-iii 14 2*13"I'l 2" i 1'3" 213 2 12 2 Li 2[i 2 2 i 3 2 3 3 314131,2 313 SIZE BLOCKS OF THE ADJACENT TABLE WITH A
32.000 1 1 1 1 1 1 1 3 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A
AB,m MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
2- 1 2 2 2 3 2 ij-3 3 1 3 1 2 2 3
1- 2 '1 -2-1 i 112 212 f3 12 213 '�16 21� 1 13 2 2 1" 13 3 312_31_� 'i 3 4 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE
I i 'i 141 314
C,D,E,F,G, 1 1 1 1 1 1.1 2. 1 1 2 2 2 1 1 2 2 1 2 2 1 MAXIMUM DESIGN
. . ..-I 1 1 PRESSURE FORTH
37.000 H,I,J,K,L 12 2 ij.--2[31ij,1213' 313 1 1 RESPECTIVE SIZE
1 1 - 1*2' 1-i l'i 1 3
' l21
I 1 1 2 1 1 2 1 2 2 1 E2 2 AND GLASS TYPE IS
AB'M - AVAILABLE,
2 3 211 212.-213' 2131213 ..�..1_2 213
21211 2 212*123'1 I'l 2' ' 13 i1i 21�j 213131'4 3 3
PSF J 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
16 1" 314 4*16 313 41-41
- '1' 21 316 3 3
3 4
40.000 H,I,J,K,L _2T2 11222232223232223232323242133 l1 11' _ ]-- j- 111, 113 3 4 3L_
ABM 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 _2. 2 2 2 2 _2. .2.
2 2 2- 212 2T3 3 3[-6,ij-3,31_4 313 4141
il"3 3 4
PSF 79 TABLE KEY:
C,D,E,F,G,_2 2 2 2 2 2 2 2 2 2 2 2! 2 2 2 2 2 2 1 2 2 2 2
2 F
2
]'i-- _j_ �1_' 1_, -1 MAX.PSF
2 3 2 4 21 3 314 2 4 4 5
21 3 3 3 2f- 3 31 3 4
44.000 H,I,J,K,L 2[2 21 i 21 '1313[- 3 4 3'5' 3
12 3 3 412'1311"- i' L QP LIMITED) 118 PRODUCTREVISM
2 2. . 2 2.1 2. .2 2 1 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 as moplying with the Florida
HEAD 2 Ouildi. de
A,B,M - 1 1LL1 2L 1 .3 3 4 416 N. -06119
-222221223222323223324-.13 3 3'14121 31 JAMB ABOVE 2 3 A-0
14 31 i 313,31� �ji ks .10
ItAtt, 1.
PSF 79 79 JL
MTG'RAL
2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 312 2 3 2 2 By
C,D,E,F,G, 2 3 1... 1 - ' 11 5 JANB RE-1 C�l miam" adeProductCont,
,
- 'j' 3141 ' I I
31" 4 3*1'5' 3] MTG RAIL
48,000 H,(J,K,L iF2.212_2T2 213 2**1'2' 2 3 3 4 213 3 4 4'1*213 31' 3 3 4 5 31 6 4 6 3 4 5
_2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 3 2 2 3 2 2
ARM '_ _ . _ 2
3[4
Date
)w
2� 3 2 _2"1 3-16 31 3.4 J'- 14."1*'
2 212 2T21 21* 21 '. 3 4 213�� 314 2'13 4 3'14 5 41 6' 3 5 5 (FULL DP)
PSF 72 79179 HEAD 2 LYNN 4411I/,,
AW ABOVE C,D,E,F,G, 2 2 2 2 2 2 2 2- 2±2 2 2 3 2 3 2 2 3 2 3 3 2 3 1 2
OV
i I T-- '�I 41- -4 5-f Ml RA ND.58705
53.125 H,I,J,K,L 2T2��-2 F2-2 F3 *2 f 1-3 1 1-4- 2 3 'i'�4 3 4 21 31 4'134'* 313 3 4 315 313 414 416 314 5 6
2 2 2 2 2 2 1 2 2 2 2 2 2 1 3 2 2 3 2 1 2 3 2 1 2 3 2 1 3 JAMB BELOW
2F2 2-if-2 T23 2 216131 2 3 3 4 3 4 -il 41 i[4,3'3 3a 315[3131414 416 3 3�4i 6 L31A,41 MTG.RAIL
ABIVI . . - . - " 7
4
Lu &12115 E NO CHANGES THIS SHEET
ar R Z: 070 N L DRIV, FgALUM.SINGLE HUNG WINDOW,IMPACT N UpZ-r ANCHORAGE SPACING, 1/1 WINDOWS
J.J. 167111 no CHANGES THIS SHEET Cr FL 34275
J.R. 101111 NO CHANGES THIS SHEET P.O.SQX 1629
W.- --- 'j.7 arm ......34274 Visfbly Berlet IR� K41 LtA"P'.*E.
F.K. '7129105 1_�Ts 4040-20 FLP.E,#58705 _j
ANCHOR QUANTITIES ABOVE MEETING RAIL(HEADS,JAMSS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES: I-114"ELCOTAPCONS
SUBSTRATE: 17.125 1 22.668 28.211 1 33.754 1 39.296 44.839 50.382 55.925 2-114"ELCO SS4 CRETE-FLEX
3412SCREWS
ANCHOR TYPE: a 01",01 01"!a 01 01"la 0 0 L) ()
Ozzm0 z zC70 z-z 0 z-z 0 z-zlv!0'zl zn0lz:l-zmOlz z 2.ANCHOR LOCAT ONS ARE BASED ON THE FOLLOWING
WINDOW GLASS 01 0- cli c'j 0 0 Cf 0 0" 0 0 cq cq 0 01(N oi-0 clr� 0 0 Of 0 0 DIMENSIONS:
WIDTH TYPE 8 0 01 0 3 0 C.) � 0 0 0 0 � 8 0 0 HEAD-181!2"MAX.FROM CORNERS
19125 D,E.FJ, 1 1 1 1 1 1 1 1-... 1 1 1 1 1 JAMBS-17112'MAX.FROM TOP CORNERS
. . .1 -1 . 11 112"MAX.ABOVE THE MEETING RAIL
K,L 1 2 2 2 2 2 2 2 2 2 Y 2 2 3 3 3 3 3 3 1 6"MAX.BELOW MTG.RAIL
D,E.FA 1±1 1 1 1 1 1 1 1 1 1 1
24D00 15"MAX.FROM BOTTOM CORNERS
SILL-ANCHORS NOT REQUIRED
K,L 2 2 2 2 3 3 2 3 3 3 3 3 i
D,E F.J. I I I 1 1 1 2 1 1 2� 1 1 1 1 1- 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
. .1 -1 i . VIEW WINDOWS FROM TABLES 7.AND 8.USING THE
3ZD00 KI 1 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR
PSF 79 ABOVE THE MEETING RAIL AND TABLE 6.FOR BELOW.
3740D "EEFA-7 1 I_ 2 1 2 -2 .1 2 2.1 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
K,L , i T - _ I_4- -4 .l-'� 6 4 i' 6' WINDOWS ARE 12 518"MIN.TO 38"MAX.
1 1 1 2 2 2 3 3 il 3 4 3 3 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
40.000 D.E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 -2 1"LESS.
K,L ..i -1, 1 —2 'i-—2 .4 4 4 3 r) 4 4 5 6 6.DESIGN PRESSURE LIMITATIONS:
PSF 79 6 .11,BLOCKS OF THE ADJACENT TABLE WITH A BOLD
76 79 77 79 79 79 - ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
44.000 D.E,FJ, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
K,L I i 1-t 2 ' i 1 2 —3 —31 —4 4 5 4 3 5 5 4 .5 6 6SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN
PSF 76 79 70 79 71 79 73 76 PRESSURE FOR THE
- RESPECTIVE SIZE AND
2 2 2 2 2
48.000 O.E,F,J, 2 2 2 2 2 2 2 3 2 GLASS TYPE IS
K.L I 1 1 2 2 —2 3 3 4 .-4 6 AVAILABLE.
6 ;- I --
PSF 71 79 63 71 79 64 _74- 66 ;7 TABLE 7.KEY:
53-125 D,E,F,J.S22 2 2 2 1 2 7 %
K,L MAX PSF
(DP LIMBED) 112
JAM ABOVE2
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT, HEAD 2
SASH HEIGHT TABLE 8. MTG.RAIL 2
2 2 3 2 2 3 2 2 3 2 2
4 6' -6 ' T" 6 6' *4' 'd '6 ' 6 6'
69
3.]. 2 ] 3
5 6 5 6 6 5 7 6 5_ 7
SUBSTRATE—. 12.776 15.776 18.776 21.776 1 24.776 1 27.776 30.776 31.1-06
ANCHOR TYPE. () 0 0 0 a 0 a L) (FULL DP)
WINDOW 0 0� � 8 W� Z � o z 0 �0 z z HEAD 2
0 0 9 - 00 8 8 0 8 -81 " � PRoDucrRFvtsED
JAMB ABOVE
c' cl c' 11 21
- --- no z z 0 z z z 0'1 0 z
WIDTH 8 - -1- 01- (31 1 1 n—plyi.g with iho Florida
19.125 1 1 1- 2 1 2 2 1 2 2 2 1 2 1 2 2 2- 2 2 2 2 2 2 2 1 B.ildinq Cbft
24.000 2 1 1 2 1 2 2 2 2 2 -2-T-2--F2 2 2 2 3 2 2 3 2 2 At,�plaa-No*051q.isatimt Dateo
2 3
32.000 2 1 2 2 2 2 3 2 2 3 j# 3 2 3 3 2 3 4 2 3 4 2 3
37.00079 TABLE 8.KEY: By
2 T--FF 2 2 =' 3 1 2 1 3 3 1 2 1 3 3 3 �33 4 3 1 3
40.000 74 MAX PSF
2 2 2 2 2 2 f 3 2 3 77i�i 3 3 3 4 4 3 4 47F737T-4 (DP LIMITED)rl-172
44.000 - 68 — 78 JAMB BELOW I 2 1
2 2 2 2 2 2 3 2 3 3 1 3 --4-T-3-T—3 5 1 3 1 4 MTG.RAIL Ylq,v 44' "",
• Ye
48.0D0 63 72 79 e,
2 2 2 2 2 2 -3 2 3 4 3 3 --4-T-S-T-4 b 3 4 5 3 b 5 3 b FULL DP 1No.68705
53.1125 73 58 66 72 JAMB BELOW
1 2 2 2 2 2 2 3 3 1 3 4 3 -4-j--4-F3T—4j--5-T-37T-4 [--5-T--3--T-5 �55 MTG.RAIL
STT-
STATE OF
Lll :12115 E NO CHAN0611 TH18SHEET ANCHORAGE SPACING,CUSTOM VIEW
"WWE7 11070 TECH
NO CHANGES MIS SHEET N.VENICCEFL34275
ALUM.SINGLE HUNG WINDOW,IMPACT Zorq I-
J.R. W"/" NO CHANGES THIS SHEEr P.D.Box 1529 A.IL�WNIMILL�A,P.E.
b7-5; 7,2 NOKONIIS.FL34274 V41bly Dater -20 FL P.El 58705
F.K. SH700 NTS 1 10 11 lo*" 4040 JAI
'�EXTERIOR INTERIOR r--) NOTES: -DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
ALL HEAD AND SILL DETAla)' WOOD ANCHOR 1._APPROVED
APPLICATIONS IN MIAMI
-APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX, MINIMUM DISTANCE FROM
1-3/4"MIN.EDGE— NOTE ANCHOR 3) ANCHOR TO CONCRETE EDGE IS 13/4". -
(SEE
NOTE I&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR
(SEE NOTE 4) 'MIN.EDGE 114"SS4 CRETE-FLEX.
3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS.
CONCRETE4.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
4'�::--:'.�1318"MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
• -1-2/4-MIN.,1/4-CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE
OPTIONAL
I — 13/8" 1 1t2"THICK OR GREATER,INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
WOOD BUCK MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
(SEE NOTE 4) S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL 814ALL BE A MINIMUM STRENGTH OF
6063-T5 AND A MINIMUM OF 118'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE
DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
1114" 1318" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
MIN. MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
1/4'MAX.SHIM
1/4"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT
7—F WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
1-3/4"MIN EDGE I'MIN.EDGE
EDITION.
CONCRETE ANCHOR, WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETING
RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3)
3.35 KSI MIN.CONCRETE INTERIOR
OR 1.5 KSI MIN.CMU
(ALL JAMB DETAILS)
EXTERIOR
1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK \F1,
OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4' 518"MIN.EDGE
2-112"EMBEDMENT— MAX.
SHIM 1/4'
WOOD FRAME MAX. PRODUCT RFVISCO
—WOOD FRAME SHIM as complyipswith the Flotid
Budding Code
5/8"MIN.EDGE Amp law.No
M X
SHIM
FRAME
.131'DIA.MIN. Expiration Dafc� aT+�2j
M EDMEJ x 2112"NAIL,
2 E AT CORNERS By
.131'DIA.MIN.
"L. AND 5'O.C.
Mi Dada PmMrol Coohol
x2l/2"NAIL —WOOD FRAME
AT CORNERS
O.C. 131"DIA.MIN.
114, -IT.
AND 5' .0 VIIII if fill[Iffilij 518"MIN.EDGE
MI—IT—T t x 2 117 NAIL. LYN
MAX.—J
SHIM
AT CORNERS
AND S'O.C. -112"EMBEDMENT OCLI,�
DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.58705 S
TYPICAL INTEGRAL FIN ANCHORAGE
Q�z
7 -
.1 Ah SF T_
I.M. S(IV15 E CORRECTBUCKNOMP"OVESE=ON2003.6.4REF. 4&
7070 TECHNOIOOV DRNE
ANCHORAGEDETAILSCF
J.J. N.VENICE.FL 34275 c;
_�0107111 D NO CIVI GES THIS SH,IT �o
w
J.R. NO CWNGES THIS SHEET P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT
Pyr NOKOMI3.FL34274 Visibly Besur E.
1/11 C
F.K. J.J. NTS 1 11 -11 4046120 E