HomeMy WebLinkAboutNotice of Acceptance M IAM I•DADE MIAMI-DADE•COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.mi:imidade.gov/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 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1
through 21 of 21,prepared by manufacturer,dated 10/05/15, signed and sealed by A. Lynn Miller,P.E.
bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and
approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
Limitations:
1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes,
design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements.
2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid
PVC to be labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable.
4. Pocket walls under separate approval,to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",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#15-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as
well as approval document mentioned above:
The.submitted documentation was reviewed by Jorge M.PIasencia,P.E.
NOA No.15-1210.01
MIAMI•DADE COUNTY Expiration Date: April 14,2021
� t
Approval Date: March 3,2016
ti Page 1
.A
PGT Industries
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 11-0107.04)
2. Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of
21,prepared by manufacturer, dated 10/05/15, signed and sealed by A.Lynn Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 8717,dated 12/07/15,signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 02/15/16 and 02/24/16)
2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab, Inc.,Test Report No.FTL 8546,dated 11/06/15,signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016)
3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No. FTL 8547,dated 12/04/15,signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 02/15/16)
4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No. FTL 8548, dated 12/04/15,signed and sealed by
Idahnis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16)
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.15-1210.01
Expiration Date: April 14,2021
Approval Date: March 3,2016
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (continued)
5. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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, TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16)
6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 8552,dated 12/04/15,signed and sealed by
Idalmis Ortega,P.E. (Test report revised on 02/15/2016) -
7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,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,TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No.FTL 6638 (samples A-1 thru A-22),dated
11/19/10,signed and sealed by Jorge A. Causo,P.E.
(Submitted underNOA No. 11-0X07.04)
8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202=94, issued by
Fenestration Testing Lab,Inc., dated 12/06/10,signed and sealed by Jorge A. Canso,P.E.
(Submitted under NDA No. 11-010Z09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by
PGT, dated 12/09/15and last revised on 02/15/16,signed and sealed by Anthony L.Miller,P.E.
2. Glazing complies with ASTME-1300-02, -04&-09
D. QUALITY ASSURANCE .
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Jorge M.Plasencia,P.E.
Prodact Control Unit Supervisor
NOA No.15-1210.01
Expiration Date: April 14,2021
Approval Date: March 3,2016
E-2
PGT Industries
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid
PVC", expiring on 09/30/19.
2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan
(Non-White)Rigid PVC",expiring on 12/29/16.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd.for their"Brown Coated
(Painted or Laminated)White Rigid PVC",expiring on 09/30/19.
4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929
and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Submitted underNOA No. 11-0107.04)
5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass
® (Clear and White)Interlayer",expiring on 07/04/18.
6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc.for their`Butacite PVB
Interlayer",expiring on 12/11/16.
F. STATEMENTS
1. Statement letters dated 12/09/15 indicating compliance to FBC 2014(51'Edition)and"No
financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E.
2. 'Letter of lab compliance,part of the above test reports.
G. OTHER
1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770"
Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on
04/14/16.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.15-1210.01
Expiration Date:. April 14,2021
Approval Date: March 3,2016
E-3
SERIES 5570 IMPACT RESISTANT SLIDING GLASS-DOOR TAB Min.Edge Min. 3 THREADS
Droop Anchor 8ubetrala Frame Member Distance Embedment BEYOND FTHE METAL
INCLUDING POCKETS &900/1350
CORNERS -P.T.-B31-0 -em-pine- ea em SUBSTRATE.METAL
GENERAL NOTES: #t2,steel EMS
(a =0-W P•hoek 9115 1318' SUBSTRATE TO MEET MIN.
Aluminum,60634li HeadISHUamb 316' 118•
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)or410 S.S. 0.125'min.Wakneea P•hook 316' 116• STRENGTH AND THICKNESS
2)DESIGN PRESSURES: SMB, BirREQUIREMENTS PER
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min 11 31ee1,A36' HeaP-hook mb We, COW CURRENT FLORIDA BUILDING
A IhreadaM) 0.080•min,lNoknase P•look 316` 0.080'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel Stud,A653 Or.33' Headf5110Jamb 318• 0.071. 14 Ga. CODE AND TO BE REVIEWED
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071'min.lMckneas P•took 378• 0.071'(14 Ga BY THE AUTHORITY HAVING
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114'Eloo P.T.Boat em Pine Jamb P 1.318• JURISDICTION.
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ultracon 80.0.85 P-hook 1' 1316•
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Eloo 410 P.T.Southam Plrre Heed/SIWJemb 1• 1318• FOR STEEL STUDS,
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CrelaFlex aCh0.65) Rhook 1' 1318' MIN.FU=46 KSI&
#12,steal wood P'
Soulhem Pine Feed18I11/Jamb 9/151 1318•
0)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS,VISION EXTRUSION,LTD. S screw 05 SG=0.65 P•look W18• 13!81 MIN,FY--33 KSI,
WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED Concrete P•hook 1• 13/8'
(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 114'Elco min.2.05 kei Head/811 Jamb 1-3116* t 8' "UNGROUTED CMU"VALUES
REFERENCES(TEST REPORTS):FTL-8'J37,6338,8646.8840,8652&8717;EXOVA-10.002.792(A)&10.008-10231; Ulracon Urgrouted CMU, Jamb 1' 1-114• MAY BE USED FOR GROUTED
CAMBRIDGE 535753-09; ASTM C•90 P-hook 1' 1.114• CMU APPLICATIONS.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungrouted CMU, Jamb 1.374' 1.114•
HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 1/4'Elco 410 S7M C-90 P-took 7.314• 1.114'
EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C S.S.CroteFlex Concrete Head/51111Jamb 1.37161 1374' IMPACT RATING
(COMPONENT REQUIREMENTS). (min.3.35 kei P-hook V 1374' RATED FOR LARGE&SMALL
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete FieaF-ho Jamb 1.1/21 1.318' MISSILE IMPACT RESISTANCE
9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. min Zed kat Jamb 1.112' 1.3/6'
10 THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. 174'Eloo 1&e u groNad CMU, Jamb 21 1'714• DESIGN PRESSURE RATING
S.S.Aggro-Gator AS 0.90 P4mk 21 1.114'
P.T.southern Pine HeadISlWJamb 1` 1318' SEE TABLES 1,2&B1,B2
ANCHOR NOTES: SG•o.55 P•hook t• 13781 ON SHEETS 7&8
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY concrete Head/81111jamb 2.112` 1319•
APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114•Elco min.285 kei 2.112' 1316'
ultrecon UJamb
REQUIREMENTS.
(ASIMd CMU, Jamb 2.112` 1-114'
a90
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D P-h°°k 2-vr 1-1/4' PRODUCT RENEWED
3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrete Head/51116tamb 2.112• 1.314' j as complying with the Florida
1/A'Eloo 410 min.3.35 kei P-hook 2.117 1318• Building Codo
IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR CreieFlox Uagromed CMU, Jamb2-112' 1.114• NOA-No. 15.1210.01
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ASTM C-M) P-look 2-1/21 1.1/4'
STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Expiration Date 04/14/2021
RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. l
B
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBG AND TO BE REVIEWED GENERAL NOTES.............1 riamid Product Con rot
BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED,IF USED,NON-SHRINK, INSTALL DETAILS..............3-6
NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES........7-8
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9
SUBSTRATE IS WOOD,307E FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10
SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION., STANDARDS ED: ANCHOR LOCATIONS.......11-18
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17
INSTRUCTIONS: ASTM E7300.09 EXTRUSIONS.....................16
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................1LYNN
9 ``�tt rrrl��
SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20
GLASS/REINFORCEMENT. AISI-S100.07/52.2010 PARTS LIST.......................21
2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL /t
PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR S VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 ' No.58705
HEIGHT, -
3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI 'ro
SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE STp{E�5 !6
DISTANCE.
Rye � O�fi F�ORIDr.•''G\ \
4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF AUTR#29298 SS+
PRESSURE 1S MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE ��
5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275
6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941}480.1800 SGD•5570 NTS 1 OF 21 MD-5570.0 A•LY
E.#159705 P.E.
MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH
I—AD PER TABLES i&2 PER TABLES I&2 PER TABLES i&2
PER TABLES I&2
UNIT
MAX. f-Q MAX� MAX!UNIT (1) MAX
/vj§ 1. 1 HEIGHT
HEIGHT HEIGHT HEIGHT
PER TABLES I&2 PER TABLES 1&2 PER
PER TABLES I&2 TABLES &2
i 1/h
C.T
pocr'ET Pocw POWT
L— —N,--j I — -- -j -Nr.-I I
IWANEL�— 2-PANEL 3-PANEL CONFIGURATIONS(fI 4-PANEL CONFIGURATIONS
CONFIGURATIONS CONFIGURATIONS
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2
PER TABLES 1&2. PER TABLES 1&2 —i T
j— Nr——I
MAX.UNIT
If HEIGHT SEE
MAX,UNIT MAX.UNIT mole
PER
14 SHEET.
HEIGHT 11 HEIGHT TABLES I&
PER TABLES 1&2 h PER TABLES I&2 h /I
FOWZF I //' I i .
Nr-- N——i
5-PANEL CONFIGURATIONS XCORNER,
6-PANEL CONFIGURATIONS ourwCORNER CORNER, a
reux
PRODUCT RENEWED
MAX,UNIT WIDTH MAX.UNIT WIDTH ascomp Ing with the Florida
Bulldintilm.
NOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No. 15-1210.01
PER TABLES I&2 PER TABLES I&2 Fxpimtj..D.to0411412021
amt- product control
MAX.UNITMAX.UNIT
HEIGHT HEIGHT
PER TABLES I&2 h h A h PER TA13LES I&2
PocmEr IN
IN
7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
'X"-OPERABLE PANEL
i)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH 0"I JAMB " =INOPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-8-911W
1\ I
LOCATIONS.EXAMPLE-4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN °p°=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16° &
PANEL HEIGHT=DOOR HEIGHT-2-1Y2" 84�
POCKET CONFIGURATION CAN BE OXXXp.
140.613705
2)90'&136°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/06/ltil
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND Is TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS �j J ROSOWSK)
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -c -1 • ir
—DETAIL LETT
4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. ER CIERT.0FAUTH.#29296
If 1070 TECHNOLOGY DRIVE
5)MAX,ALLOWABLE FRAME SQUARE FOOTAGE=472.666 FTI SHEET NUMBER N.VENICE,FL 34275 Oill NTS Ili 2 OF A.LYNNMILLER,P.E.
(941)-460-1600 SGD-557 21 Jill MD-5570.0 P_E_#88,]
DETAIL Al DETAIL B1 METAL TYP„SEE ANCHOR
TIL DETAIL C1 JL D11 NOTE 4,SHEET 1;MIN,OF 3
.,g 111.W0IID ASTRkGAL DETAIL
r INTERLOCK INTO METAL THREADS BEYOND THE
CONCRETEICMU PER METAL SUBSTRATE
ANCHOR REQUIREMENT FRAME WIDTH
to
-- 1/4"MAX. REQUIREDIFDOOR
TYP.ANCHOR TYPE HEIGHT 19 OVER W 21
EMBEDMENT AND 94 MAX26"O.C. 22 EDGE
EDGE DISTANCE PER DISTANCE
SUBSTRATE,SEE 71
TABLE A,SHEET I& 9
NOTE 3.BELOW DAYLIGHT 10 1 "log @0 28
OPENING 25
X0 WIDTH
EMBEDMENT
EDGE EDGE
DISTANCE.... .;.'� I - 112 DISTANCE
Fig SEE NOTE 6,
v EE NOTE 25 20 27 <i�THISSHEFT VV MAX. ----4
5�THISSHE EE
1XOR2XWOO SEE NOTE a,
ANCHOR BUCKSTRIP,SEE 82 SEE NOTE 0.THIS SHEET 29 THIS SHEET EMBEDMENT
NOTE 4,SHEET 1 8 X 314'SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE,
PLATEAT 03 PER STILE,LOCATED AT CENTERLINE AND W, EMBEDMENT AND
EVERY HORIZONTAL SECTION LXXX SHOWN) 9'&12"FROM ENDS(FACTORY INSTALLED).
ANCHOR EDGE DISTANCE PER
LOCATION i DETAIL B2i SUBSTRATE,SEE
IDETAIL C21 TABLE A,SHEET 1'&
DETAIL A2 WNM NOTE 3,BELOW
INTERLOCK I INTOMASONRY I F ASTRAGAI. I
FAOING INT.
2X WOOD BUCKSTRIP OR I INT02X WOOD I 19 REQUIRED IFDOOR EMBEDMENT
FRAMING,SEE ANCHOR DAYLIGHT 21 HEIGHT IS OVER 96'
1/4"MAX..
NOTE 3,SHEET I OPENING et
INTERIOR PRODUCT RENEWED
WIDTH EDGE
22 as compiling with the FIoTIdo
DISTANCE uIlding o o 15-1210.01
7 OA-No.
TYP.ANCHOR TYPE, SEE NOTE C,THIS SHEET 11F expir.tio.D.t.0411412021
EMBEDMENT AND 28 R@&R 25 L
EDGE DISTANCE PER
X TYP.ANCHOR TYPE,
03 23 0 tral
SUBSTRATE,SEE EMBEDMENTAND Con
TABLE A,SHEET 1& EDGE DISTANCE
NOTE 3,BELOW PER SUBSTRATE,
TABLE A,
EDGE iSEE&NOTE 3,BELOW SHEET
4( 'INA-93—A -XI on
DISTANCE 1E I
—
114"MAX.' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE
EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN ETHER
FIXED PANEL CLIP& INTERIOR OR
tint rr rt,
NOTES ANCHORS,SEE EXTERIOR DIRECTION. ..........tYNN....
1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE ti,THIS SHEET) PETAIL SHEET 10 ALL PARTS IDENTICAL.
2)REFER TO ANCHOR NOTES,SHEET 1.
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORALLLOCKS71LES r570b
ASTRAGALS,FIXED Al VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16
ANCHOR QUANTITIES,SEE TABLES 1&2.
4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT.�&j J ROSOWSKI
FRAME ANCHOR LOCATIONS.
.A.
6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON,
6)SEE TABLES i&2 FOR REINFORCEMENT REQUIREMENT$.ALL 1`011 CER'r.OF AUTH.#20290 ..........
INTERLOCKS 0 — 4k
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONL 1070 TECHNOLOGY DRIVE "19/0NA\,
THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. I "'1111111o"
7)SEE SWEET 20 FOR SCREEN DETAILS. STANDARD HD N.VENICE,FL 34275 A.LYNN MILLER,P.E.
(941)480-160- SGD-5670111_NTS;111 3 OF 21 MD-5570.0 P•E#FS70
DETAIL El TYP.ANCHOR TYPE,EM13EDMENTDETAIL E3 DETAIL E4'
I IWW
O SONRY AND EDGE DISTANCE PER p9mm
I IWO WOOD WO MASONRY I DADE APPROVED MULLION,F13C
1X BUCK6TRIP SUBSTRATE,SEE TABLE A.SHEET COMPLIANT ALUMINUMISTEEL
i&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP,ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY
CONCRETE/CMUEDGE
FRAMING SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER B
E
V
E
R
T
ICA
L
OR H
ORIZONTAL.
DISTANCE NOTE 3,�HEETI ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES,
PER SUBSTRATE,SEE TABLE A,SHEET
REQUIREMENT EDGE I&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I
DISTANCE DISTANCE
EMBED- EDGE DISTANCE
MENTEMBEDMENT EMBEDMENT
EMBEDMENT
1 X OR 2X WOOD 114"MAX.114"MAX. J L I f
1/4"MAX. e .114"MAX.
-BUCKSTRIP,SSE
60 ANCHOR NOTE 3, a TTYANCHORTYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND
SHEET EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE
33 TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET
e e0FOR NOTES
LOCKSTUS. 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS.
ASTWALS, 2)REFER TO ANCHOR NOTES,SHEET 1,
FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING,
AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO WIDTH=NOM.PANEL WIDTH-8-9116"
HOPRONTAL
ANCHOR PLATE AT MLS SCREW,3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116"
ERYCH CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2*
LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS.
DAYLIGHT zs 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS,
OPENING —PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
FRAME SEE NI HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT R6NIEW9D
HEIGHT HEIGHT NOTE 0, SILL RISER EXACT DIMENSIONS. as complif%with the Fforlda
THIS SHEET VARIES WITH Building a ,
n REQUIRED NOA-Ne. 15-1210.01
EXTERIOR POSITIVE DESIGN Expiratlon Data 0411412021
PRESSURE, .390--H
BY
EXTERIOR 61088 02 SEE SHEETS .390— wIInm==Guuctl9*ntf*I
01
1�2 26 ORQD 7&8. 2.947
114'MAX, 33 42 #42SHMN 90 1. 2.370 4.041
GROUTAS 9 943A5ALSOAPPLY .623 2,887 3.464
NEEDED,SEE 13 so 1.917 L L
ANCHOR NOTE — .000 —
5,SHEET I A. .080*
12'-TOTAL .080 � 0�
1/4"MAX HT SILL RISER SILL RISER a BILL RISER @ SILL RISER
SILL HEIGHT ... ...
7193
2.88
'D
LIF
E"l = I LYNN lw/jeop
Q— 11 - I (2-1/2-TOTAL (3-112!'TOTAL (Z-1-11VTOTAL (4-6/8-TOTAL . .........
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 1Q eNs
EMBED- EMBEDMENT EDGEti S
MENT DISTANCE
VINYL SLIDING GLASS DOOR NOA(LM) IM 10/05/16
TYP.ANCHOR TYP INSTALLATION,VERTICAL X-SECT.
EDGE TYRAN 4, 61,6 aj z
J ROSOINSKI
2X WO CKSTRIP OR EMBEDMENT S-ff E
CHOR TYPE, E.
EMBEDMENTAND lid
DISTANCE WOOD
EDGE DISTANCE FRAMING,SEE ANCHOR EDGEbISTANCEX, pLoFttlDF`•**C
CONCRETEfCMU PER SUBSTRATE, NOTE 3,SHEET I PER SUBSTRATE, — 020298
PER ANCHOR -SEE TABLE A,
REQUIREMENT IDETAIL Fil SHEET I&NOTE 3, IDETAIL F21 SEE TABLE A, 1070 TECHNOLOGY DRIVE
INron+asoNRYSHEET I&NOTE 3, N.VENICE,FL 34276 X L Y I iLM5L8L7E R
11—SHEET THIS SHEET 1(941)-480-160D SGD-5570M NTS 40F21 MD-5570.0 p O�P.E.
2
INTERIOR 0
828
. 00 MAX 180 O.C. FRIDRMAXWO.C. DETAIL�H2
SEEX :-
38 MAWOC 1�f�SEE.SHEET 19 tNTER*R
SHE&ig EXTERM
OD ❑ OUTSIDE CORNER
F7
40
D 33
90*
)I I R1
N
at MAX 111504.
EXTERIOR
135* ID 41
I 33
39
DETAIL G1 DETAIL H1j MAX ler ac.(ja— ❑
I—or —1
INSIDE CORNER OINSIDECORN 8
EXTERIORINTERIOR
4 MAX t'in go 61? rXTERTOR
19 15
7 SEES EET*12
fLil
E3 PRODUCT RENEWED
as complylnT with the Rorlda
Building Code
NOA-No.— 15-1210.01
135" Q Expiration Date
INTERIOR 13Y
Mlaml-l) r uct Control
2
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
ISOR 28 QUANTITIES,SEE TABLES I&2" \\0%%)111111,
383)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, LYNN mk
35 DEPENDING ON CONFIGURATION.
DETAIL(32 MAX18.5.O.a 80 gXTERIOR
VINYL SLIDING GLASS DOOR NOA(LM) Igi 10105115
ENEEGM 00 W::
CORNER ASTRAGAL HORIZ.X-SECT.R&-j J RO
15 WW
C'
GERT.OF AVM.929298 .......I" , )-�
1070 TECHNOLOGY DRIVElo"
N.VENICE,FL 34276 LYNN aiol:'..P.E.
(941)-480-1600 IISGD-55701il NTS 6 OF 21 MD-5670.0
OPTIONAL NON- DETAIL 11 DETAIL 12
INTO MASONRY INTOMASONRY
STRUCTURAL
ANCHORS FOR CONCRETE/CMU
INTERIOR POCKET n we� 21 xz TYP.ANCHORTYPE,EMBEDMENT DISTANCE PER ANCHOR
JAMB \• S3 of 20 A� AND EDGE DISTANCE PER r'. ` REQUIREMENT
SEE FIG 7. SUBSTRATE,SEE TABLE A,
INTERIOR POCKETS MUST ' •'.'. rws FIG 1,30 a %' FIGURE 1.114ERLOCKSATPOCKETS:
INCLUDE A NON-STRUCTURAL, SHEET 1&NOTE 3,BELOW ;" :•'.a•:`,.r,
FRAME JAMB TO REDUCE THE ;" tD , •: ,,a, FOR POOR HEIGHTS 96"AND LESS:
POSSIBILITY OF WATER 5 y
?'• ;•:i.... .. OPT.
INFILTRATION. 1/4"MAANCHOR 3, q
X. to EMBEDMENT
POCKET BY OTHERSSEE } x';: _ 17 OPT. {.( '- ,7 OPT.
NOTE 6 BELOW., —T — EXTERIORd
MEN[ - '' OFTEXTERIOR i f4„MAX r J �- o FOR DOOR HEIGHTS OVER 06"
:.,,'. [ ■... *1�3 EXTERIOR
ANCHOR m g7
21.9°
SEE FIG 1.-''• ' MAX O.C.
TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU 7HISSHEETS1 38
AND EDGE DISTANCE PER EDGE —PER ANCHOR 20 z7
SUBSTRATE,SEE TABLE A.SHEET DISTANCE REQUIREMENT (P
&NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22
a,
21
TYP.ANCHOR TYPE,EMBEDMENT
METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER
4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1
BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BEL4
THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR PRODUCT RENEWED
DISTANCE FRAMING,SEE ANCHOR as camp Ing with tho Florida
Oullding Coq.
EDGE NOTE 3,SHEET 1 NOA-No. 15-1210.01
DETAIL 13 DISTANCE OPT.ANCHOR
OPT.ANCHOR Explratlon Date 0411412021
INTO METAL EMBEDMENT I By
r,-(i7)oFr. ' 117 OPT. Mlaml-D rotluct Control
EMBEDMENT DETAIL 14
1/4"MAX. 114" q p INTO WOOD
EXTERIOR o MAX.
V
18 SEE FIG 1,
SEE FIG 1, �--1' THIS SHEET 31 d
THIS SHEET 36 28 27 82
72 XT
EM ERt0R 20
21 91 1
�7
EXTERIOR POCKET `���Q�l{LYNN
EXTERIOR POCKET '
NOTES L3 ALUMINUM SLIDING GLASS DOOR NOA(LM) 101061'16 _ No. 705
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P•HOOK EXAMPLES,HORi2,XSECT, €S J ROSOWSKI TJ'.
2)REFER TO ANCHOR NOTES,SHEET 1. S 7 0 .4-
3)
b :'1tr
4 SEE TABLES 1&2 FORHOR LOCATION&SPACING,FOR REINFORCEMENT REQUIREMENTS.NCHOR QUANTITIES,SEE TABLES 1&2.
ju'r .�Q�' •,fitORIDP•''C9
} CERT.OF AUTH.a2S288 i,(C ,'�
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE
$ �IVFII \��`�
6)POCKET WALL OR CAVITY 15 NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 S�
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE
F 0 SGD-5670 NTS B OF 21 $� MD•6570.0 Jill A.L1pti..
P.E.a 68705
TABLE 1:
Design Pressure(DP)and Anchorquantitles Required,
(tor all approted con%undlons on Sheet 2)
Use this table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE,USING THE QUANTIES
Meet;Typeo 1,3 or 5 80" 84" 98" SHEET 1 OR OEMPLE NCHOR ANCHOR LIMITATIONS,LISTED BELOW.SEE TABLE A,
Aetraget Retntorcement#28 BB 16118"DLO Height 7216/18'DLO Height 8415716°DLO Haight THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE
Looketile Reinforcement#26 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
Std.Interlock Reinforcement 1027 2=C._C D A B C 1 D A B I C D CONSIDERED,SEE TABLE B1,THIS SHEET,
Design pressure +001-eapsf +0o1-wpat +801-00 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX.FOR C3+1,3 ANCHORS
19-115' Head1S111 03+1 03+1 C3+1 C3+1 C301030 03+1103+11 03+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
24" OLD Jamb 5 1 5 1 5 1 5 6 1 6 —6j-6— 6 6 6 6 M@SPAN OF PANEL).
Width
P hook T 1 7 1 T 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB.
Deslgnpressure +60/•Bopst +e01.60psf +00/-SOpsf THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK,
25-1/8' PERPENDICULAR TO THE GLASS.
30" DLO Hand/8111 03+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+11
Width Jamb 6 6 5 5 6 5 5 6 5 .6 5 6
P-hook 7 7 7 7 7 7 7 7 a B 8 0
DesfgnPmssuro +601-60psf +801.60psf +601.60p8f
HeadtSlll C3+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1
38" DIA
Width Jamb 6 5 5 6 6 6 5 6 5 6 6 5
P-hook T 7 7 7 7 7 7 7 8 8 8 a
DesignPtessure +601-60pst +001-00psf +001-60pef
OLD
Head/8111 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 171
3+1 C3+1 C3+1 C3+1 C3+1
42" DLO TABLE 81: �.
Width Jamb 6 5 5 5 5 5 6 5 6 5 5 Water-Llmlted
P hook 7 7 7 T 7 7 7 8 8 0 8 (+)Deslan Premura FIG 1: �OH LENGTH
DeslgnPressure +00/-sopsf +601-so psf +80/-BOpsf Sill Nom.Sill Max.(+)DP
43118° Head/8111 C3+2103+1 I C3+1 C3+1'C3+2103+1103+1 I C3+1 C5+2 C3+yC3+1 C3+1
481 DLO Riser Haight Allowed DOOR ASSEMBLIES
Width Jamb 6 5 5 5 5 5 6 5 5 5 0 5 None 1-11ly0' SeeNote2 c0 INSTALLED pROOUCTRENEWED
P-hook 7 7 7 7 7 7 7 7 8 8 0 0 w OVERHANG(OH)LENGTH IS oo coin l In with the Florida
b2 2-112" +38.7 psi x P
EQUAL TO OR GREATER THAN 6uuding o a
43 3-112" +SD.O psi p THE OVERHANG HEIGHT IS Kaw-Ito. 15-1210.01
USEb IN EXAMPLE ON SHEET 9 44 4.1/16` +60.0 psf EXEMPTED FROM WATER Expiration Data 04/14/2021
45 4-A18" +60,0 psf INFILTRATION RESISTANCE. By
Mlam induct Control
DLO HEIGHT DOR HEIGHT D114116'i6 ,11\;ONY
PANEL HEIGHT=DOOR HEIGHT•2-11Z' ht;•�j. sis '•.F�
TABLE NOTES:
VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 k? No-58705
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 p =
AND TABLE 81 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE r3 J ROSOWSKI .p
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILLj x t %'� '.-
RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED, CERT.of ALrTH.ta2a2e6 �� % ��5�
3)SEE SILL RISER TYPES ON SHEET 4.
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE �$ r�i�,lUNN,�,``
5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 A.LYNN MILLER.P.E.
6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING {041)•450.1000 SOD-5570 NTS 7 OF 21 MD-5570.0
P.EA66705
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,
(for all approved configurations an Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use this table for; Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A,
431olis Types 2 or 4 air 84" W low 120' SHEET FOR COMPLETE ANCHOR LIMITATIONS,
Ariftagal Reinforcement#29 68-16/16-DLO Height 72-16116"DLO Helght 84-16/18"DLO Height 06-16118r DLO Height 108-15118"DLO Height THE MAXIMUM UP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE
Lockotllo Reinforcement 025 Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group MAXIMUM POSITIVE DID DUE TO THE SILL HEIGHT MUST ALSO BE
A B C D A D 0 D
HDIntertookRollirorcementiff28 _A 9 0 D A a C 1 1 1 I I T () I 1 _LB CONSIDERED,SEE TABLE B2,THIS SHEET.
Design Prnsaure Al 9 OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS
+100"00par +1001'loopsr 1001-foopsf +601.05psf +60/_Wxl CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
HeaNSlll C3+1103+1 C3+1103+11 C3+1 C3+1 C6+11 03+1 C3+11 03+1 03+IIC3+IIC3+1IC3+1 C3+IjC3+1jC3+Ij03+I-
24' DLO - — MIDSPAN OF PANEL).
Width 6 1 5 5 5 5 5 5 . 5 5 6 1 6 a 6 1 6 6 6 1 0 0 —TOTAL#OF ANCHORS THROUGH THE JAMB.
-7 7 7 7 8 a 8 8 9 0 0 1 9 10 10 1 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK,
25-1/8" Design Pressure +1001.100psf +100/.100 psi +foo/.Ioopst +601-05pst . +601 5 par PERPENDICULAR TO THE GLASS.
W, DLO HeWS111 C5+I 03+1 C34-1103+1 C5+1 03+1 C3+1 03+1 C5+I Ml C5+l C3+1_C_3+_1T_C3_+1TG_3+1 C3+1 C5+11 103+11 C3+11 C3+1
Width Jamb 6 1_5 5 6 6 6 6 6 5 7 6 6 6 6 8 6 1 6 1 0
P-hook 7 7 1 7 .7 7 7 7 7 8 8 a I a 9 9 0 9 10 ZO 10 10
31-1181 Design Pmasum +1001-10ops1 +100/400psr +100/400psr +601-65psf +601-05psf FIG 1:
W DLO Head/sill (350 03+1 C5+1 C3+1 06+1103+1 C5+1 C3+1 C64`1 C5+1 1 C3+1 C5-IjC3-11jC3+ijC3+I C6+1 133+11 C30 03+1 OH LENGTH
Width Jamb 6 5 a 1 5 5 1 6 6 1 6 5 6 6 6 6 6 6 6 1-0 —6
i P-hook 7 7 7 a a 9 9 9 9 10 10 1 10 —10 DOORASSEMBLIES
37_118. Design Pressure +foo/-Ioopsf +1001-100psf +fool-100P91' +601.66 PSI +60/-85 PSI INSTALLED WHERE THE
4V 6+21 C3+2 135+2 C3+1 06+2 +2 05 06+2 (35+2 C3+1 C5 C6+1 C6+1 Head/8111 C (5 OVERHANG(OH)LENGTH IS
DLO 3: EQUAL TO OR GREATER THAN
Width Jamb 5 6 7 6 6 5 1 7 5 6 1 5 8 5 6 6 1-6 6 6 a 7 6_ 3: THE OVERHANG HEIGHT IS
P_ 7 7 7 7 1 7 7 8 0
C5+1 03+1
7 a
r
7 7 8 a
a
00 7 T a 9 0 1 9 9 10 10 10 10 EXEMPTED FROM WATER
vesign PrMwas +100/.100psf 4100/-Ioopsf +92 1.92 p$F 1 +601-65psf +601-65psf INFILTRATION RESISTANCE.
z 43-118' HeacVslll C6+2 C5+2 C5*21C3+2 C6+2 C5+2 05+21 C3+2 C6+21 G6*2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 03+1
48 DLO _6�b T 5 5 5 9 6 6 -6 1 7-1 6 —6 F-41-1-6 8
Width Jamb 6 5 7 6 6 _8 TABLE 02: PRODUCT RENEWED
P-hook 7 1 7 1 7 7 7 1 7 9 0 0 10 as carnplalnx with the Florida
Design Pressure +601-sopsf +80/-80 par +80/-60 por +60185psf +54.11-59.7pst, Water-LImIted Building o a
49-1/81 Headi'6111 C5+2 C3+2 C5+2 C3+2 C5+2 1(33+21 C15+2103. (+)Design Pressure NOA-No. 15-1210.01
64" DLO 2 C5+2jC5+2jC6+2j03+2 C5+2jC5+2jC5+2jCl5+2 C6+21CS+2iC5+2 05+2
Width Jamb 6 5 5 5 5 7 5 6 6 8 6 8 6 a a 6 a 1 8 —6 $111 Nom.3111 Mex.(+)DP EXPIrationvatol)411412021
P-hook 7 7 7 7 7 7 7 7 a 8 8 a a 9 9 9 io io 1 10 —10 Riser Height Allowed ay
Design Pressule +e0/-60Psr +80/-80Pqr +801-80pst +59.11-84psf .01-53.7psir I None I_IiMw SeeW&2
+38.7 psf
Head(SHI C6+3 C3+2 C5+3 03t2 05+3 1 c3+2 1 C5+3 I 5_+2 0+31 C5*21 C5+3103;72 C5+2 I C54.2 I C6+2 C6+2 +21 C6+2q242 2-1/2'
60" DLO - '+2 4.0 P.1
-5-1 5 7 5 5 5 0 6 0 6 0 6 a
Jamb 6 5 4T- 3-112Z 00. 1
Width 17j 1 10
P. _ille. +aa
1 7 7 W17 T 7 7- 7 6 a 1 9 - - �g P.1
P-hook 7 6 M40 ,0 44 441161 +60.0 1
+/-t 00.0 PSF FOR ANCHOR GROUPS B.C&D. 45 4-6181 000.0 pat
DLO WIDTHPANEL WIDTH-8-0116"
`'%r0l
DLO HEIGHT=DOOR HE -1141110"
PANEL HEIGHT=DOOR HEIGHT-2-1/Z'
TABLE NOTES., Mo.58705
1,JA -*
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) 10105!15 -_-
AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DIF&ANCHOR QUAJ ROSOWSKI
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL srdff
RISER IS NOT REQUIRED,IF 80,+DPIS SHOWN IN TABLE 2 MAY BE USED.
3)SEE SILL RISER TYPES ON SHEET 4. 'CERT.0 AUTH.#20290 6). .........
`9/o
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, ','jj,(1,NMy
6)REFER TO ANCHOR NOTES,SHEET 1. 1070 TECHNOLOGY DRIVE 1111"
0)SEE SHEETS 11-ie FOR ANCHOR LOCATION SPACING N.VENICE,FL 34275 SGD-5670111 NTS 111 8 OF 21 MD-5570,0 A-LypN.N,=R,'
1(941)-480-1600 IN
EXAMPLE 4 SEE FIGURE BELOW FOR ADDITIONAL
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEADSPLICE INTERIOR CENTERLINE CEN7ERLWE
INTERIOR MOUNT POCKET,45"X"'NOM.PANELS, @ INTER POCKETS OF INTERLOCK OF W7ERLOCK ANCHOR INFORMATION.
LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, ` CENTERLINE CEN7ERLWE CENTERLINE
MAXMOFPANELI OFPANEL2 OFPANEL3
PROJECT DESIGN PRESSURE REQUIRED;+48.21-66.6 PSF
FOCKETBY
OTHERS,SEE
NOTE 6,
SHEETS
•+r ANCHORAGE. 26-3/5"MAX. e'
8. ANCHORAGE, SHEET I2 •+2'ANCHORAGE, MAX.
SHEET 12 WCLUSTER, 'Or CLUSTER. SHEET I2 EXTERIOR
SHEET 12 SHEE712 END ANCHORAGE
SEE POCKET JAMB (MIN.)ANCHOR)
EXTERK)R SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS
70 AID IN
OPT.OAIDIN\ �-+� NOBS-STRUCTURAL ANCHORS MAY SHEETS PM(3 TRACK}
BE ADDED IN-FIELD AS NEEDED TO
ALIGNMENT ALIGN THE HEAD OR SK.L IF A 4
SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SBE FIGURE BELOW FOR ADDITIONAL
OPI14TERLOOR OP INTERLOCK ANCHOR INFORMATION.
8` CENTERLINE CENTERLINE CENTERLINE
MAX• OFPANELI OFPANEL2 OFPANEL3
POCKETBY o " 0 0
EXTERIOR INTERIOR OTHERS,SEE
NOTE 0, o 0 0 0 0 0 0
SHEETS
•+2• 25.3/B'MAX. 8•
ANCHORAGE. •`+2'ANCHORAGE, '+2'ANCHORAGE, MAX.
SHEET II
SHEET ii, SHEET II
C3•CLUSTER, 'C3`CLUSTER, EXTERIOR
SHEETII SHEET11 END ANCHORAGE
f2•MAX. 21.0' FRAME JAMB SEE POCKETJAMB (MIN.i ANCHOR)
MAX. REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS
O.C. INTERIOR POCKETS SHEETe
1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3 TRACK) PRODUCT RENEWED the
as camptqIng with the FloridaF
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code
+46.21-65.6 AT A NOM.PANEL SIZE OF 46"X 64".FROM TABLE 1,SHEET 7,THE NOA No 45-1210,01
END PANEL ANCHOR EXCEPTION:
DESIGN PRESSURE IS+691-80 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/14/2021
PRESSURE REQUIREMENTS. TO BE 26-31 O.o,OR LESS By`
FOR WOOD INSTALLATION USING ANY Head/S01 03+2 miam da aduet Control
ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5
1 SHOWS ANCHOR REQUIREMENTS OR. hook 1 7
2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINEOF ENOPANEL
e" HEAD(CLUSTER ANCHORS)_SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT
OPT.ANCHOR e' THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE
TOAID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE
ALIGNMENT MIDSPAN OF EACH PANEL. O.G.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER
P-HOOK JAMB SILL(CLUSTERANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25.318",OTHERWISE ANCHORS ARE NOT REQUIRED AS ��` N(LYNTd
ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. PERTNE FIGURE ABOVE: �.`�}���•'y1ceNeF'<<�p''�
DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE
M@SPAN OF EACH PANEL, No.SS7D5
FOR PRODUCT REFERENCES ALSO SEE: JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. f VINYL SLIDING GLASS DOOR NOA(LM) if 10/05/15 ,
A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LA OYOUUT.T.7 ANCHORS,SHEET 13 FOR GENERAL L
STRAIGHT DOOR EXAMPLES
LOCATIONS OF CROSS-SECTION DRAWINGS. LAJ ROSOWSKI lam:; l r� u
B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN ° �� L`{� FLoITw?.•''C���,1
C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. gE FOUND ON: CTUIT.OFAOTH#29208 m m ��'r s`SJ(}/.. .... V,
D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE
E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:SHEET 3 N.VENICE,FL 34275 A.LYNNMILLER,P.E
HO
F)SHEET 21 FOR A BILL OF MATERIALS. p- OK;SHEET 8 (941)-450-1000 SGD-5570111 NTS 111 0 OF 21 i3 MD-5570.0 4$
p.E.p69705
1-1116"NOM.
3f1W HS GLASS
7118"NOM. Ilia'NOM. .090"PVB
3116'HS GLASS 3116'148 GLASS—\ 31101 ANN GLASS— 16 76 NOTES:
_% — 1)BACKBEDDING SURFACES SHALL NOT
PVB .0901SG-- 711VAIRSPACE Noi, BE PAINTED OR LAMINATED.
Will'ANN GLASS PAINTED1 31161 ILS GLASS 3116"I GLASS PAINTED/ 2)PRODUCT MAY BE EITHER INTERIOR OR
PAINTED!
LAMINATED EXTERIOR GLAZED,PROVIDED THAT THE
SOR at i SURFACE SLAMINATED OR 81 SURFACE (9 0 03 LAMINATED
SURFACE "HS"SURFACE OF A LAMINATED GLAZING
(}EX701011 '<J MERKOA 1 <:3 EXTERIOR UNIT IS ADHERED TO THE GLAZING LEG.
PRODUCT ISEXTERIOR- I PRMOT IS'EXTERIOR- PRODUOTIS-EXTFRIOR- 'ANN"=ANNEALED
GLAZED'IF#8041 IS 7/8 NOM. GLAZED"IF00-61 IS 710'NOM. GLAZED"IF#82-53 IS 718*NOM *HS"-HEAT STRENGTHENED
TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR, GLASS TOWARDS THE EXTERIOR.I GLASS*
SITE I I SITE BITE 'r=TEMPERED
<3 INTERIOR <�INTERIOR <3 INTERIOR "PVB"-.090"BUTACITED PVB INTERLAYER
PRODUCT IS INTERIOA- PRODUCT IS'INTERIOR- PRODUCT IS-WERIOR- BY KURARAY AMERICA,INC.
ED'IF
18 "SG"=.0OWSENTRYGLASO INTERLAYER
TOWARDS THE INTERIOR, 70 GLAZED'IFHO"l 19 To GLAZEW IF#82�03)S
TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I BY KURARAY AMERICA,INC.
SEENOTEZ as SEENOM2. a3 SIFENOTEZ
THIS SHEET TM SHEET Tinswer
GLASS TYPE I GLASS TYPE 2 GLASS TYPE 3
SILICONE HOT-MELT BUTYL 1-1118'NOM, 1-3118•NOM.
STRUCTURAL Wir HS GLASS— 3116"ANN GLASS
STRUCTURAL SILICONE We,NOW 9132"AIR SPACE
114'NOM.. FOAM HEAT MIRROR FILM
POLYISOBUTYLEN— 9116'HS GLASS 75 7 .09W PVB
ML
ONE
FOAM
WITHWITH
T
WITH DESICCANT DESICCANT 9132"AIRSPACE
IS 7110"AIRSPACE— y 77 78 3110'TGLA9S 3116'HS GLASS
EXT.GLASS EXT.GLASS 3116"TOLASS-- PAINTED! PAINTE131 PRODUCT RENEWED
ascomis
W
Ing with the Florida
&13 83 LAMINATED 84 —LAMINATED Building ado
EXTERIOR SURFACE SURFACE NOA-No. 15-1210.01
a EXTERI I,INT. Expiration Date 021
"T
INT.GLASS GLASS PRODUCT 18'EXTERIOR. I PRODUCTIS-EXT.1011-
GLAZEW IF q82-83IS Ila,NOM. GLAZED"IF#04 IS T187 NOM. By
TOWARDS THE EXTERIOR, GLASS TOWARDS THE FXTERIOK GLASS Miami- roduct control
76 KODISPAGE SUPER SITE I , x BITE
4SG TPS SPACEFPNXT"' a INTERIQR <3 INTF.111013
.
PRODUCT is-INTERIOR. PRO IS'INTERIOR-
ALUMINUM GLAZED'IF1162-83 IS 70 GLAZeD'IF#8418 I 79
REINFORCEMENT poLyl,(). DESICCANT FILL AREA TOWARDS THE INTERIOR, TOWARDS THE INTERIOR.
BUTYLVNE—, 51161NOM. 66
5116*NOM. SEAL Sm NOTE 2, SEE NOTE2. 77
SILICONE SEAL TMS SHEET TRW SHEET ......
BUTYL
OESICCAI,T ROUL-FORMED
STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 fjg1(UYNA1 4j111111
. ze. "
FOAM ...... V,
EXT.GLASS REINFORCEMENT
S11
*A
NT
OAIA
EXT.GLASS-�
No.58705
Aj VINYL SLIDING GLASS DOOR NOA(LM) 1A 10105/15
0.4-, r
,NT 15114 x
IMT
INT.GLASS GLAZING DETAILS 1101 JROSOWSKI
INT.GLASS "T T r
Cox
@DURASEALO XL EDGET" ........ \o
IS ""ONA1,
SPACER SPACER 1070 TECHNOLOGY DRIVE
N.VENICE FL 34275 SGD-5570 NTS III 10OF21 [111 MD-6570.0 jJ91 A.LYt,�M)LUER,PE.
(041)-480-1 -------
SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT:
ASTRAOALOR ASTRAGALOR PANEL_ PANEL_
INTERLOCK INTERLOCK- PANEL' CENTERLINE CENTERLINE
CENTERLINE -4n CEWERMNE a4' CENTERLINE- ,-4• „�_►• 4"
o a'�.•.o a —_ c:. ����
EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR
V 2TRACKCLUSTER'C3' 2-TRACK CLUSTER*CW lu 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE V 2-TRACKINTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS v1'ANCHOR LOCATION '+2•ANCHOR LOCATIONS '+3•ANCHOR LOCATIONS
ASTRAOALOR "� ASTRAGAL OR
INTERLOCK- r INTERLOCK PANEL PANEL PANEL
4" CENTERLINE 4u CENTERLINE: CENTERLINE-�� 4" CENTERLINE
0
0 0 0
EXTERIOR --►x 3.22" EXTERIOR 3.22" En i EXTERIOR 3,22" EXTERIOR -�1 3 "
,22
S-TRACK CLUSTER'Cr 3-TRACK CLUSTER'05' 'V 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS '+1•ANCHOR LOCATION •+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS
ASTRAOALOR ASTRAOALOR PANEL PANEL PANEL
INTERLOCK- INTERLOCK- CENTERLINE CENTERLINE CENTERLINE
CENTERLINE 4" CENTERLINE 4P 4"
o e o 0 0
0
— O
EXTERIOR •--�- -3,22" EXTERIOR 3.22" EXT�fE�RIIOR EXTERIOR EXTERIOR
4 TRACK CLUSTER 4-TRACK CLUSTER `� 4 TRACK INTERMEDIATE 4-TRACK INTERMEDIATE `�` 4-TRACK INTERMEDIATE
'Cr ANCHORLOCATIONS 'C5'ANCHOR LOCA71ONS '+P ANCHOR LOCATION '+2•ANCHOR LOCATIONS •+3'ANCHORLOCAT(ONS
NOTES:
FIGURES PERTAIN TO THEE FOLLOWNOSILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: INTEM&DIATH ANCHOR LOCATion.
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK
DISTANCE IS 2.376"
2)TRACK-TO-TRACK FOR ALL SILLS:
DISTANCE IS 2.376" 2.376"
FOR ALL SILLS:
PRODUCT RENEWED 1lunllrrT
HooftIll 1 as com l Ing with the Florida \\\\ LYNN
+ Building Code �\ !1`i.•NA
Jamb 5 NOA-No.. 15-1210.01 `'`P�U•4tCEN,S�'!`I'll/rte
FgUfiEB PERTAIN 1071I0/OLLpYR'081LL P-hock 7
CwSTERANCHORLOCATWNS: Expiration Dote 04/14/2021
VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 Bre! No.sarfls
Miami- do Product Control ice-•- -
ANCHOR LOCATIONS A I& J ROSOWSKI 7JL 1�8'6 {�
•.rtORIOP.
CERT.OF RUTH.
P
//ZONA1.1070 TECHNOLOGY DRIVE '/'11111+1`hook 7 N.VENICE,FL 34276 A.LYNN MILLER,P.E.
{941)-480-1600 SOD-5570 NTS 11 OF 21 MD-6570.0 P.E,a5HTo5
HEAD CLUSTER ANCHORS LAYOUT: HEAD 11+11 INTERMEDIATE ANCHORS LAYOUT:
ASTRAOALOR ASTRAGALOR PANEL
IMT LOC.
ER _J� 4 PANEL PANEL
INTERLOCK 4' ERL CENTERLINE or
CENTERLINE- CENT PANEL_
4"
EXTE 0 3.2Z' EXTERIOR EXTERIOR EXTERIOR 3,22" EXTERIOR 1 3.22!'
2-7MCKOLUSTERW 2-TRACK CLUSTERW 2-MCK INTERMEDIATE V 2TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE
ANCHOR LOCATIONS ANCHOR LOCATIONS '41'ANCHOR LOCATION '42*ANCHOR LOCATIONS
ASTRAGIALOR ASTRAGALOR
INTERLOC PANEL
INTERLOCK PANEL PANEL 4.7& ERLIN 4�
CENTERLINE 41' CENTERLINE e CENTERUNE�D CENTERLINE CEM
=4=
EXTERIOR - 4 1--3,22" EXTERIOR —tetrmegm EXTERIOR EXTERIOR
MRACK INTERMEDIATE 3-TRACK INTERMEDIATE S-TRACK INTERMEOMTE
3-TRACK CLUSTFRIc*r 3-TRACK CLUSTER TV 1!5 '+VANCHOR LOCATION 'QANCHORLOCATIONS ID 3'ANCHOR LOCATIONS
ANCHOR LOCATIONS ANCHOR LOCATIONS
ASTRAGALOR ASIRAOAL DR PANEL PANEL PANEL
INTERLOCK— INTERLOCK—
CENURLINE CENTERLINE 4" CENTERLINE CENTERLINF7 CENTERLINE
/Ilk 7
c I
c
c
EXTERIOR I EXTE I R
3.2 EXTERIOR 3.2T EXTER I EXTERIOR
4-TRACKCLUSTER 1�5 4-TRACK CLUSTER 4-TPACK INTERMEDIATE 4-TRACK INTERMEDIATE kl-T 4-TRACK INTERMEDfA'M"+S'
'CVANCHOR LOCATIONS '06'ANCHOR LOCATIONS LOCATION ANCHOR LOCATIONS ID ANCHORLOCAVONS
NOTES:
FIGURE$PERTAINT07HE FOUZMNO HMD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
NOTES: -
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK
DISTANCE IS 2.375" 2.375"
2)TRACK-TO-TRACK FOR ALL HEADS:
DISTANCE IS 2.375° 2.375"
FOR ALL HEADS: PRODUCT RENEWED
as comp Ing with the Florida I.yN
Buffillngliode
t JaMb I
FIGURES KRfAWTO IKE FOUOMOWAD NOA-No. 19-1210.01 1
CLUSTERANCHORLOCATIONS'. P-book 1 7 1 *
Expiration Dale 04M 412021 50705
I
ny
VINYL SLIDING GLASS DOOR NOA(LM) 10105115
ANCHOR LOCATIONS B R41 J ROSOWSKI 8-14 F t
1ORID
N
JI I Lam 1 CERT,OF ALITH.020208 lt"JA1-SVO'�'-
li \
,tsmb 5 1 1070 TECHNOLOGY DRIVE
P-hook 7 1 N.VENICE,FL 34275
(941)-480-1600 SGD-5570 OF 21 iI MD-5570.0 A.LYNN MILLER,P.E.
P.E.068705
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEM: MURES PERTAW IOTHE FMCMGJU%ANCHOR LOCATIONS:
2.375" 4.76" 7A26-
HeadlSitl +1
21.6 21.5" 21.6'
MAX. MAX. MAX,
O EXTERIOR O.C. EXTERIOR O.C. P-hooh 1 7
OPT.ANCHOR
TO AID IN
ALIGNMENT
6"
1 � 01111 NOTES:
MAX. MAX. 11 11 4)STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY
N if
2-TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS
JAMB ANCHORS 'JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS
REQUIRED TO MEET MIN.EDGE DISTANCE
CONSTRAINTS.
MAX. JAMB JAMB JAMB
(3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES
PER END @ I-X.600" PER END 01"X.5004 PER END @ I-X.50V-
*kt
PER M
END ND
P NOTCHES 0
'IC
XHES
""0"
-ILL 40 -
SIL
EXTERIOR SILL
C"? EXTERIOR
EXTERIOR
(3)TRACK WEEP HOLES
�61AX. EVERY 24!'@ 1.12EV'X.I90-'.-_ (6)TRACK WEEP HOLES
"..v 0.; (10)TRACK WEEP HOLES
OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24-@ 1.126-X.
To C In IN (i)WEEP NOTCH EV EVERY 21r @ 1-126"X AM-1/
A 24'@ 1.375-X.600" EV
ALIGNMENT 24"@ 1.376-X'4 (1)WEEP NOTCH EVERY00- 24-@ 1.375!'X.500"
NOTES:
1)SEE TABLES I&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED
OF ANCHORS REQUIRED IN THE P-HOOK as comptn�a with the Florida
RGURfs PERTAINTO THE FOLLOMOPOCKErYJkU1 11"Ilding a 151210.01 6c,
(P-HOW)ANCHDR LOCATIONS:
Expiration Cato04M4/2021 74 No.58705
VINYL SLIDING GLASS DOOR NOA(LM) 10105116 By
and-Dad Can
J ROSOWSKI .."1.4u,
fill --0tr
ANCHOR LOCATIONS C
Heetl19111 0341 CERT.Or AUTH.M298 1,;'ZONA
1070 TECHNOLOGY DRIVE '/Olit I0,
P-hook 1 (7) N.VENICE,FL 34276 N, NMILIER,P.E.
(941)-480-1600 SGD-6570111 NTS 111 13 OF 211 MD-5570.0 ALYP.
If E.068705
HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT. FIGURES P&RTAN 7011,111
OLLOWNG 90-CORNaRSPIJ.
ANCRORLOMMS:
4-
lu
4" 41 4'
HaadfSIII 1
22- r!X7FFUCR S TERIO jamb
2-TRACK 90'C0 2-TRACK90 RKER P-bwk
ANCHOR ONS '15 'CS*ANCHOR IONS 2-TRACKOVCORNER EXTERIOR 2-TRACKS0 CORNER EXTERIOR
-n
(USE WHERE'C3'is SPECIFIED) (USE WHERE-C is SPECIFIED) 'C4"ANCHORLOCA710143 J-L 'CVANCHOR OCA DNS
(USEWHERE-OVISSPECIFIED) Nv/ (USEWHERETWISSPIEGIFIED)
PRODUCT RENEWED
4" 4-
X' an compicip with the Plorldn
Building 0
L NVA-1,10. 15-1210.01
�4 1
L
/---, 9 F:Xplmtlon D&1904/14/2021
4"
4" —,jLV N.----\\A/ I . By Pro I . 61 1 1 1 mium- Puct Control
EXTERIOR 13.2Z' '
3-TRACK9VCORNER 3-TRACK90'CORNER — EXTERIOR EXTERIOR
.C4'ANCHORL0CAI1ONS 'C61 ANCHOR LOCATIONS 3.TPACKSO'CORNER 3-TRACK 00*CORNER —
(USE WHERE-CT IS SPECIFIED) (USE WH ERE'CW 13 SPECIFIED) 'W ANCHOR LOCATIONS 'M ANCHOR LOCATIONS
(USE WHERE'03-18 SPECIFIED) (USE WHERE'CF IS SPECIFIED)
x n—ti—III
TT
\"" IYNN Ail,
4' 4"
L4 L 6" \OfNse
'0
4"-
157
601-t III
J,
STATEE r .- N,-
PEORIO'.."0
EXTERIOR 3.22" 4"
EXT
3.22- Al-V
4-TRACKS0*OORNER -1PACK901CO EXTERIOR EXTERIOR EXTERIOR
4-TRACKS0*CORNER CORNE
04d ANCHOR 4 FINER 7T— CV ANCHOR LOCATIONS 4.7RACKSO LOCAT R I
LOCATIONS 'CV ANCHOR LOCATIONS 1\'CS`ERE IONS
(USE WHERE'CS"18 SPECIFIED) (USE WHERETV IS SPECIFIED) (USE WHERE-Cr 18 SPECIFIED) (USEVJWhERE"CW Is SPECIFIED) A.LYNN MILLER,P.E.
NOTES: P.F-0 65703
FIGURES PERTM70THIFOKOWG90'OORNER i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HFADANCHORLOCKTIONS!
A VINYL SLIDING GLASS DOOR NOR(LM) 10/05116
90* 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS D jj�j J ROSOWSKI
Haed)Si9 1
Dinh 1 0
3)TRACK-TO-TRACK CERT.OF AUTH,M296
DISTANCE IS 2.376" 2.376' t2.376P -1070 TECHNOLOGYDRIVE
FOR ALL HEADS AND SILLS., N,VENICE,FL 34276
(941)-480-1600 .,SGD-5570111 NTS 111 14 OF 21f MD5570,0
I
HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT; FOLLOWING 136'CORNERSILL
ANCHORLOCATIONS:
136
a^ ¢ 4"
O
4"
4OMWL
He7H(jSlif 031
IMILIN EXTERIOR .lamb 5
•��-,} 3,22' �1-'1y 4" EXTERIOR P-hook 7
2-TRACK 135'CORNER `� 2-TRACK135'OORNER " 2--TRACK 113S'CORNER 2-TMCK13VOORNER V
'C4'ANCHOR LOCATIONS 'DW ANCHOR LOCATIONS
(USEWHER£'G3 i8 SPE01FlED) (USE WHER£'C5•I38PEgFIEO) '04'ANCHOR LOCATIONS TVANCHORLOCATIONS
(USE WHERE-C3'i3 SPECIFIED) (USE WHERE'CS'IS SPECIFIED)
4"
4" 4" 4
4 u o PRODUCT RENEWED
4" OS'ompl Ing with tho Florida
.... _!.. ... SUHd1No ode
_ 4 Non-No. 45-7270,07
EXTERIOR EXTERIOR o Expiration DatoO411412021
EXT�E("R�I�OR EXTERIOR Dq
3 22" V 3.2Z' v Miomi-D Product Contmi
3 TRACK 135'CORNER $-TRACK 135'CORNER
•C4'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS3-TRACK 135'CORNER 3-TRACK135'CORNER
(USE WHERE'03-IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) 'C4'ANCHORLOCATIONS TV ANCHORLOCATIONS
(USE WHERE'03-IS SPECIFIED) (USE WHERE'CV IS SPECIFIED)
qn 4" 44'. 4„ 03.22" 4�
oN{LYNN 4t4" ° No.(30705o t'
EXTERIOREXTERIOR EXTERIOR �,�.,, �E off' u.
,ERI , �4-TRACK13VCORNER V 4-TRACK 135'CORNER �/ % �'� -•,"ZORtOt;.•'' \�:
'C4•ANCHORLOGATIONS •CS'ANGHORLOCAnON3 47RACK135•CORNER 4'TRACK135'CORNER `'10
(USE WHERE•C3'tS SPECiF1E0) (USE WNERE'C5'I9 SPEgF1EDj 'C4'ANCHORLOCATIONS TV ANCHOR LOCATIONS
'ijsr�NAI
(USE WHERE-0r IS SPECIFIED) (USE WHERE-CY IS SPECIFIED) t fill;
t
A.LYNN MILLER,P.E.
NOTES: P.E.968705
FIGURES PERTAIN TOTHE FOLLOWING M'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
HEAD ANCHOR LOOATIONS: �9 VINYL SLIDING GLASS DOOR NOA(LM) j 10106/15
135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E J ROSOWSKI
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS,
Ne3d181i 1 .
mb 5 3)TRACK-TO-TRACK
P-hook 7 DISTANCE IS 2.375" 2.376" 2,375" CERT.OFAUTH.g28288 H n
FOR ALL HEADS AND SILLS; 1070 TECHNOLOGY DRIVE. k
CE
V
N. ENI .FL 34276
N.VENICE.
00 SGD-5570 NTS 15 OF 21 19MD-5570.0
HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT _INTERLOCK OR ASTRAGAL: FIOUH88P8S.LMTo!,L0CALOVANo
9PUCE0 81LI.ANCHOR LOCATIDHS:
SPLICE SPLIC
LOCATION 4" 1111A7lON—" 4" LOCATION LOCA.110
4" 4"
.s. I:p
o o � o o Haad/91U C31
EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR EXTERIOR
tj' ACKSPLtCE
2-TRACK SPLICE 2-TRACKSPLICE
2-TRACKSPUCE 2-TR
"18111b 6
•C4•ANCHORLOCATION9' 'C8'ANOHORLOCA710NS `C4'ANCHORLOCA71ONS `CS'ANCHORLOCATIONS P4=x 7
(USE WHERE'Cr IS SPECIFIED) (USE WHERE-CF IS SPECIFIED] lUBE WHERE"C3'IS SPECIFIED) (USE WHEflE'C6'IS SPECIFIED)
SPLICE SPLICE_• SPLICE SPLICE
LOCAT10t� •4.75„ LOCATION 40 LOCATION A" LOCA7K)N 4"
0 0
0 0
PRODUCT RENEWED
as camp Ing with the Florida
EXTERIOR 4" EXTERIOR �'—3.22" -EX_TEERIOR 3.22" EXTERIOR '4" Building Code
I� 3.TRACKSPLICE 3TRACKSPUCE. r(_ 3•TRACKSPLICE 3-TRACKSPLICE NOA-No. 15.12.'10"01
.041 ANCHOR LOCATIONS 'CS•ANCHORLOCATKfN3 �D -C4'ANCHORLOCA710N9 'CS'ANCHOR LOCATIONS
(US041ANCE WH OR O ATIOIFIED) (USEWHERE'C5'ISSPECIFIED) (USE WHERE'Or ISSPECIFIED) (USE WHERE'CV ISSPECIFIED) ExpirationBate0411412021
• MIemI- d�duct Controi
SPLICE 4.75" SPLICESPLICE SPLICE��
LOCATION LOCATION 4,' LOCATION LOCATION 4„
0 o
0
0 0
EXTEERnRII�OR 4„ EXTERIOR 3.22" E ERI R 3.22" EXTERIOR
E _.,. 3 22" `��� 0��•( LYNN�,17���i1��
V 4•TRACKSPUCE A--TRACK SPLICE CB•ANCHOR LOCATIONS d7RACKSPLtCE 4SRACKSPLSCE 3`..•\:• 4TCENSg F,pt��
'C4'ANCHOR LOCATIONS 'CO'ANCHOR LOCATIONS 'C4"ANCHORLOCATION9 " \
(USEWHERE•CS•IS SPECIFIED) (USEWHERE'CS'IS SPECIFIED) {USE WHERE'C3'iS SPECIFIED] (USE WHERE'C5133PECIFIEO) ;• NO.5S705 •'�� �
�1�•'. s•(TES
Fcomor". •ti
NOTES: S ...... 49 .
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ,�iS10NAI�I o`�ti
FIGURES PFRTAWTOTHE FOL.OWINGSPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MLLER,P.E.
HEAD ANCHORLOOATXkN: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 8. P'EA was
3)TRACK TO TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10105118
DISTANCE IS 2.375" 102.375- W2.37W
FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F & J ROSOWSK)
HeedlSlll I (C3)-1 4)POCKET WAIL OR CAVITY)SNOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH.929266
Jamb 1 5
BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE
P•hook 1 7 N.VENICE,FL 34275
(041)-480-1800 SGD-5570 NTS 16 OF21 MD•5570.41
PANELPANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES
—
TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ABTRAOAL ASTRAGAL OASTRAOALS ASTRAGAL ROUBLE ASTRAGAL
INTERLOCK �NvwM�
INTERLOCK INTERLOCK STILE Wf HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER
INTERIOROR OUT IN
EXTERIORGLAZEd TVI LOCKSKE DOUBLE
INTERLOCK
INTERLOCK E F PP K L L TC TA TV TVI! t! LGCmw C�...,,.,�.,•C[ ASTRAGAL
OUT r , /mom "00
SINGLE `J.� M P A C �C SC SA VV SW SD INTERLOCK I�"✓�'r—d INTERLOCK
SINGLE DOUBLE
INTERLOCK {J r
IN mxom
TILE RR R S S FC FD FV FW A INTERLOCK L��L
("Noun ROX00
LL( LOGKST LE D A/r I j u ASTRAGAL LOCKSTILE
W W CKSTILE /Yf V Y
F Wouq fsASTRAaxa,7 _
SINGLE
BOXOUT LR DS ° K L'— ^^n^ � INTERLOCK
T U
I.I.I ASTRAGAL
A/ T
•J BOXIN /V (j
W N)
J OUT.e0•
zRECEIVER TCT CS CF
IVER.
R
AAT AS DF
d. STRA A
OUT.13VGA /,T (j� y F PRODUCT RENEWED
ASTRAGAL V V V as comp%yinB with the Florida
RECEIVER Building Cada
M.t95• ■„,T WS .■,F Noa-No. 15-9210,01
ASTfiAGAL ��f �(�
RECEIVER expiration Data 04/14/2021
Y
B -
Mlami-� Produc4Conttro7
LEFT RIGHT
PANEL PANEL
STILE STILE
PANEL TYPE"F"SHOWN.
``ti1tt1{Ilfl}rtl7'
PANEL NOTES: LYNN
1)SEE DPIANCHOR TABLES 1&2,SHEETS 7-0 FOR PANEL SIZES&DESIGN PRESSURE, 4LCEN4 CLp
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE L9 VINYL SLIDING GLASS DOOR NOA(LM) 10105115 ' No.56705 ''{
NOTAVAILABLE. --- i{
PANEL TYPESS J ROSOWSKI =o: 6' • R
3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL,CONFIGURATIONS IS 60". ® Q ��t.• $TA FS 6 i �`
CERT.of nuTN,a2gass
4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH �� tic '•"IORIriP•' y�``
m S'SS.......• i
TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVEONq,i
N.VENICE,FL 34275
(041)-450-1000 SGD•5570 NTS 170E 21 MD•5570.0 A.LYNNMILLER,PE.
RES 58705
6.676 .640 291 081 .762
10.035 126.082 e30 550
1.812 ril 100 letj 1,661
. f
z3
1.928
100 FW
SCR
FEE _ 301 INTERLOCK CAP,
2 TRACK HEADIJAMS 4 TRACK SILL (DCOVC-R(PVC) @)ANCHORPLATE TRACK INSERT 10 EXTENDED POCKET 8.178
1.000 '1 262 231 *060 --1 Z061) '100-
8-2-50 1.013 17
.002
8.260 WP�49 IA35 1.818E
3 ,060
-�jc� .100 -
m 17-1
1.081 'g6o
F�11. 13 El
00 SUPPORT BOTTOM RAIL @ ADD-CFRAME SILL @ BCILLOVER TRACK @P-HOOKADAPTOR P-1400K-,
NI
@ 3 TRACK HEAD/JAMB 3 TRACK SILL 125
640 291 .061 .229 1�2.14.11
10.62 640
.5 -5.875 L_r 3,000 .0
.6 0
--i-F 111-r -F�
6 n I--2.eo7
.062 -08' 329
"E] R ❑
1-813 jlWf-oo-Amu 1.681 f
,'r @EXTENDED Ef fENT @ REINFORCEMENT @)REINFORCEMENT
�All KEEPER KEEPEk BAR COVER BAR @ FIXED PANEL CLIP PLATE
4 TRACK HEADIJAMB Q 2 TRACK SILL 2.511
1.670 1,625 1.695 1.5951-- .309 2696 .080 1794
T�----( 3A83 .126 2 9
.070 .075 i-li,64.635 4,279 -FrT-09
2.833 2.368 2.7168 AOD 2768 2,210 4.0io .100
.300 2.026 F.312 (8 INTERIOR JAMB COVER
1 1
-4 I-.188 - 2.710 1.076 PRODUCT RENEWED
.1lo- 1--- .120 .182 .120 2.201- 00 L L an complalnx with the Florida
@ TOP,BOTTOM @ TOP.BOTTOM @R
INTERLoCK.30o (@INTERLOCK.400 @ASTRAGAL @EXTENDED POCKET oINTERLOCK ASTRAGAL ADD-ON @PANEL STILE,TOP Building Code 15-1210.01
AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER AND BOTTOM RAIL NDA-MO-
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/1412021
REINFORCEMENT
3.452 3.326- 3.346 NOTES:
Miami D Product Contra
R 13.7- SILL RISERS.
3209 - 1A72 3.713 Ogo 3.346 1)SEE SHEET 4 FOR
.125 �1125 �060 .090 1
2.1176 .046 500 3.247 .065 .060 2)SEE SHEET 20
070 ;_,gig FOR SCREEN PARTS.
.300@228
13P*CORNER -A 1.170 RNER 3)ALL DIMENSIONS
@135*CORNER @135'CORNER @1351 CORNER @00'CORNER (@GO'CORNER 90°CO
A,
ASTRAGAL PASSIVE MOUNT ASTRAeAL CAP, TRAOAL CAP, ASTRAGAL ASTRAGAL
CAP.
ASTRAGAL CAP, IN INCHES.
EXTERIOR INTERIOR EXTERIOR INTERIOR
065
--1.912 912 .210
- 1.281
.252 .-1. .173 VINYL SLIDING GLASS DOOR NOA(LM) Im lolostir' Na.58705
1261 .052 1201 l
1.281 1.281 EXTRUSIONS 114-1 J ROSOWSKI =0 i vt r fr
4
7110- 71
/is" (@J-1/10A
@ 99
SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD WEE BEAD CERT.OF AUTH.#2Gr,98 aiy. %
";'ZONAl.
1070 TECHNOLOGY DRIVE
�T
N.VENICE,FL 34275 .
(941)-480-1600 JISGD-5570111 NTS 111 `18 OF 21 1111 MD-5570.0 APLYNN.E.06MILLER.RE.
8705
1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAL)
CLIP INTO INTO FRAME
(4)ANCH R PANEL ATTACHMENT HEADER ASSEMBLY
TYPE AS USED v JAMB& INSTALL ONE BLOCK AT 04
IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. BLOCK
TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL
8(3)#lox ONE BLOCK THAT
SPANS BOTH PANELS. go(3)#8 X
ill SMS
HEAD HEADER
L
FIXED FIXED NEL CLIP 9
PANEL INSTALL ONE CLIP AT THE Nq
MIDSPAN OF EACH FIXED X2-114"SM
CLIP PANEL-TO-FRAME JAMB LOCATION.
#8 X Ill
SMS(�7 (4010
21 BAR COVER ea
X 2"SMS
22 REINF.BAR
at #8 x
1-114'sms KEEPER to 1-U
to
JAMB TO KEEPER TO
SILL ASSEMBLY LOCKING JAMB ATTACHMENT
PRODUCT REN
th
as cornpjlln�with a Flustdo
EINFORCEMENT PLATE FID Building Code
ATTACH WITH#8 X 1-1/4" 4-PANEL, KEEPER 19 NOA-N.. 15-1210.01
@ 34-1/2"MAX D.C. Oxxx SHOWN Expiration Date 04/14/2021
BY— 4�a . _-- . -
ralarni-vad"mduR contrail
(4)#10X
2"SMS
INTERLOCK INTERIOR
CLIP COVER
INTERLOCK NOTES EXTERIOR
24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
BOTTOM RAIL SEE SHEET$11-16 FOR ANCHOR LOCATION&SPACING.
#iox 32)SEE TABLES 18.2 FOR REINFORCEMENT REQUIREMENTS.
SUPPORT 2-112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
(2)#IOXi"SMS
THROUGH SUPPORT, VINYL SLIDING GLASS DOOR NOA(LM} 19 10105/15 No.se-fos
INTO PANEL(iDA PANEL ACCESSORIES INSTALLATION -a
OX ltj J ROSOWSKI
ASSEMBLY -A(-
INTERLOCK SILL RETAINER 1-1f2*SMS ALL PANEL CORNERS sT F
CLIP ATTACHMENT WELDED,NO ASSEMBLY
1070 TECHNOLOGY DRIVE IONAI
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS W rol
N.VENICE,PL 34276 1
(941)-480-1000 SGD-5570111 NTS 111 190E 21 MD-5570.0 lid A,'LY"NN1 1111I.-LIER,P.E.
BOX SCREEN DETAILS: STANDARD SCREEN DETAILS:
(DO10011 5
El 126
121 123
102 103 133 129
oU
ffl 188 L(
lie 130
HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE
EXAMPLE
lie
102 lit 32 131
171 121
10 ❑ &R&
lit 3 5 115 lie HORIZONTAL SECTtON EXAMPLE IN
100
11 f20
104102 .081 HORIZONTAL SECTION 117 1-1-081 1.202-t--j
EXAMPLE1.778 q 1.778
i
778 — 5
.876 r .875
t-- — 1.020 -4—.050 .045
r A
(96CREENSCREEN SCREEN 0
FRAME @SIDE RAIL. @ASTROASTRAGAL
1.093 1.993 1.874 RAIL LATCH ADAPTER
L L 062 PRODUCT RENEWED
@BOXSCREEN (9130XSCR�E� 102 BOX SCREEN as complain
with the Florida
I q411 tiding Codo
TOP RAIL BOTTOM RAIL SIDE RAIL • J�j r—.726 :UOA-No. 115-11210.011L
Expiration Data 04114/2021
.7or, �782
0 040 By
�—.082 j .1
113 114
1,020 1.593 __,,.373 In 20 Maml-Bade duct Control
VINYLtot (BFRAME SILL
UR& ASTRAGAL SCREEN
2 R&F4@ 1,872 .063 (@.R@ &'CRE"
01
�
055 1.E33 ADAPTER ADD-ON
I ILA
toy Q 062 4 Ik--.372
(E,)Box X SCREEN
O:2 SCREEN WSOCREEN WOOXXQ
INTERLOCK SNAP-ON ASTRAGAL
VERTICAL SECTION BUG FLAP ADAPTER
VERTICAL SECTION t111 trf�
EXAMPLE
EXAMPLE NOTES* LYNN 4�i iii
1.305 1)ALL DIMENSIONS IN INCHES.
1,3431 055
i.487
050 a VINYL SLIDING GLASS DOOR NOA(LM) 11 10/05115j N0.58705
610
1.
—.000
I SCREEN DETAILS &,I J ROSOWSKI
&BOXSCREEN (qB0X SCREEN @BOX SCREEN HEAD
.• si 1116I F
ASTRAGAL SILLADD-ON AND JAMB ADD-ONCERT.DFAOTH.N20298 c).
ADAPTER
1070 TECHNOLOGY DRIVE
1N.VENICE:,FL 34275 , 5, 1 A. P.E.
(941)-480-1600 SGD-5570111 NTS J�MD-5570.0 01 P.E.0 6870S
TABLE C: TABLE D:BOX SCREEN
# Pert# Description Material # J Part Description Materiel # Part# Description Material
1 18D01 2-Trick HeadlJamb Rigld PVC 42 18086 SIO Risor-(2112") 606378 Alum. 100 12266 Box Screen Top Rall 8083 76 AI
2 19002 2-Track Sill Rigid PVC 43 19= SID Rlser-(31/2") 6063.78 Alum 101 12257 Box Screen Bollom Rall 8083 76 At
3 19025 3-Track Head/Jamb Rigid PVC 44 19023A SID Near-(4.1118") 8083 TB Alum 102 12268 Box Screen Side Rall 8083 T6 AI
4 19020 3-hack SIO Rigld PVC 45 19024A SID Ricer-4-68" 8063.7e Alum 103 64428 Box Screen Intedock 60113 T6 A]
6 19027 4.7reck HeadlJamb Rigld PVC 60 716WBW .187'x.320"Flneoal(Stile) 104 17347A Box Screen Snapon Bug Flap WW 78 Al
8 19028 4-Track SIO Rigid PVC tit 71895K 1-117'x 1"x 3I4"Fin Seal Dust Plug 105 64345 Bar Screen 0X0 Aelregal Adapter 8083 T8 AI
7 19008 Frame Screw Corer Rigid PVC 62 71696 Dust Plug 108 17349 Bax Screen Astragal Adapter 608376 Al
8 191331 Anchor Plate 6W3-TBAlum, 60 419041 Interlock Cop Cover PVC 107 .19039 Box Screen Flame SII]Add-on 6063 TO AI
9 10007 'Dock Insert 80B3TSAlum, 61 78163X Tandem Roller Assembly SS 108 10038 Box Screen HeadllambAdd-on 8083 T6 AI
10 10084 Interlock Cap-Extended Pocket Rigid PVC 62 76163N Tandem Roller Assembly Nylon 109 720XIX #14.20 x 1"MS®T Rail Ss
11 19038 Bdtom Reil Support 8063-TBAlum 63 78X76FPTX #e x 314"Ph.FH SMI3 Q Roller&Reint 85 110 72DX112X #14.20 x 1.112'MS®Bolton Rail SS
12 18008A Outer Sill Cover BD83TBA1um. 64 419042 Fmmo Header Block Nylon 111 717800 Wat,.270"x.160'-Fin Seel
13 19011 Sill Track Cotler Rigld PVC 86 48052 Roller Ad).Hole Plug PVC 112 818MK Welp,.187'x.600'013 Bug Flap
17 19032 P•Hook Adapter 0083•TBAIum. 68 44386 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Ion-
18 18020 P•Hook W83.78A1um, 67 70X114FPTX #8 x 1-114"Ph.FH SMS @Bumper Stop BS 114 75RAX HD Rdler SS
10 18D47M Extended Keeper 1463•TSAlum. 8B 718960 5111 Plug PVC 116 verlee Screen LockingHardxare Steel
20 19020M Keeper 8083-78 Alum. 68 78165X Geminl Malice Lack wrong TIM plate SteeySS 118 418053 Screen Keeper Steal
21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS Q Lack SS 117 76X1PPA #8x 1"Ph.PH SMS Steel
22 19030 Reinforcement Bar 800&75 Alum. 71 vides Handle Kit Cast Lnc 118 1687/3/4 Screen Spline-.165'&.1851' Vinyl
23 19031M Fixed Panel Glp 8083-T8 Alum. 72 10054 Interlock Retainer CO Nylon 110 1818C7A Screen qdh FI lase
7A 19036M Reinforcement Piste 6063.78 Alum. 76 Kommarling 4SG TPS Spacer System TABLE E:STANDARD SCREEN
25 1B017M Top Rall,Bottom Reg and Lockellle 8006-T6 Alum, 78 Quenox Super Spacer nXrvAlh Hot Malt Butyl See sheet
28 19048 Reinforcement Composite 77 Cuanex Dureseel Materials 10 for # Pert# Description Material
27 19D16M Interlock.300 Reinforcement,Std. 600676 Alum 78 Card nal XI.Edge Spacer 120 1 Screen Frame Rall 6083 T6 Al
28 18D13M Interlock.400 Reinforcement,HD 6005.76AIum. 70 Dov Coming 995 at GE-7700 Backbedding Silicone 121 12026A Screen Frame-Side Reil(Latch) 8003 T5 AI
29 19019M Astragal Reinforcement 800&76 Alum. 80 18090 7116"Square Bead Rlgld PVC 122 17353 Screen OXO Aelfagal Adapter 6083 T8 At
30 19053 Extended Pocket Interiock Adaptor 608378 Alum 81 7110"Beveled Bead Rigld PVC 123 4853K Screen Vinyl Astragal Adapter Pogld PVC
31 18008 Intarlock Adaptor Rigid PVC 82 19044 1-1118"Beveled Bead Rlgld PVC 124 10012B Frame 8111 Scroen Add-on 608378 AI
32 19008 Astragal Add-on Rod PVC 83 18046 1.1110'Ogee Beed Rlgld PVC 125 6FP95K Bug Flap,85+I-5 dura. Vinyl
33 19004 Panel Stile,ToprBoltom Rail Rigid PVC 84 19016 1.3115'Ogee Bead Rigid PVC 120 7OX112PSATS #8 x 14/2'Ph.PH SMS(Assembly) S3
34 WD40 interior Jamb Cover 6063-TS Alum. 55 71726K Setting Block 112"x 4'x 1115',85+1.6 duro. Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Nylon
35 19078 13W Camey Astragal 6083.78 Alum, 68 7172BK SellingBlock 1"x 4"x 1110",85+/-6 dura. Neoprene 128 7120278S Comer Key Wheel AssemMy(HD) SS
38 19077 135'Corner Astragal Passhe Mount W63-78 Alum. 8o 781PSTX #8 x 1"Ph.PH SMS®Frame Assembly SS 129 varies Screen Locking Hardware Steel
37 19078• 135'Comer Astragal Cap-Ext. Rigid PVC 91 78X114PHPT4I0X #8 x 1.114"Ph.PH SIMS Q Relnt Bar SS 130 710X34PPSDAX #10x314'Ph PH SMS @Screen Act. SS
38 18060 IW Corner Aetragal Ce -kit. Rigid PVO 92 710XIPHPTIB•8X #10 x 1"Ph.PH SMS f@ Reil Support SS 131 70X12PPSMSX #8 x 112'Ph.PH SMS @ DoorAst. SS
39 18078 90'Comer Aetregal 808376 Alum. 93 71OX115PPX #10 x 1.112'Ph.PH SMS Q Fxd.Pnl.COp SS 132 1892/3/4 Screen SplRne-.145' Vinyl
40 18081 813°Corner Astragal Cap-Ext. Rigid PVC 94 710X2.6PHPT18.0X #10 x 2.1/2'Ph.PH SMS(g)Relnt Plate/Ast. SS 133 1818C20 6cteen Gofh Fiberglass
41 18082 90'Comer Aalre al Ca -Int. Rigid PVC 85 71420X2.26FPFX #12 x 2.114"Ph.PH SMS @ Hdr.Block SS
96 710X1.76PPX #10 x 1.314"Ph.FH SMS @ Keeper SS PRODUCT RENEWED.
97 710X34PPX #10 x 314"Ph.PH SMS Ext.Pkt.Int. SS as
di^glsor,with the Florida `�" "I 1LYNN rlI/ii��l
NOA-No. 15.1210.01 ;��•��`.•'`IOEIJ SC''•.F�
Expiration 04/14/2021 ' Yr%
VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By #gryr' No.riD70 r
ralaml- Product Control
PARTS LIST I4 J ROSOWSKI 0 �5-
STAT Nf 6
CERT.OF AUTH.A120208 n
NOTES: 1070 TECHNOLOGY DRIVE
1)ITEMS 1)14-16,48-40.53-59.73.74&87-89,08&08 ARE NOT USED AND
N.VENICE,FL 34275 A.LYNN MILLER,P.E.
ARE NOT PART OF THIS APPROVAL. (941)-480.1800 I illsGD-5570111 NTS 111 21 OF 21 MD-5570.0 P.E.060705
MIAMFDiADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.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
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"1111-5510"PVC Horizontal Rolling Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-IIR5510-01 titled"Horizontal Roller-LM", sheets 1
through 18 of 18,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NCA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0903.10 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.16-0714.17
MIAMMADE COUNTY Expiration Date: September 24,2020
r 5 6 Approval Date: September 01,2016
Page 1
j
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.15-0903.10)
2. Drawing No. MD-HR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of
18, dated 05/15/15,with revision A dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of series 5410 and series
5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,
Inc.,Test Report No.FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega,
P.E.
(Submitted under previous NOA No.15-0903.10)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading ger FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of series 5510 PVC
horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-8073,dated 02/18/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NDA No.15-0903.10)
Manuel Per
Product Control Exmin
NOA No.16-0 .17
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CON EWED)
4. 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 series 5510 PVC
horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.YM-8074,dated 11/06/14,signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No.15-0903.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5tb
Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted underprevious NOA No.15-0903.10)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVR 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.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
1
Manuel Pe E.
Product Controlxami er
NOA No. -0 4.]7
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-2
E
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition(2014),dated
August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.15-0903.10)
2. Statement letter of no financial interest,dated August 28,2015,issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No.15-0903.10)
3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon,P.E. Supervisor,Product Control Section.
(Submitted under previous NOA No.15-0903.10)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda,P.E.
E. OTHERS
1. Notice of Acceptance No. 15-0903.10,issued to PGT Industries,Inc. for their
Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15
and expiring on 09/24/20.
Manuel PCxam*'er Product Control NOA No.1417
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-3
2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACTRATING
CLUSTER DETAILS SHEET 5 -—�•{ 12-314'MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
8'MAX Imo— I B,SEE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT
'� -----I 1X, SEE SHEETS D.SEE
-•' SHEET 3 (— 2-5 ANCHORS,SEE CLUSTER
11 8-18 �'—"�SHEET 4 DETAILS SHEET 5 15•� 18.94'MAX.O.C.
-- ----- �.{ MAX.O.C. B SEE
A.SEE�.-- 8"
MAX• ~— — - SEE
SHEET3
10'MAX.
C.sEE f 10=MAX _.l.
SHEET4+ i
E,SEE r
I C SHEET3t
19° 76° E
EQUALLY MAX.O.C. MAX. 72'
SPACED BUCK1 / / I 1 . MAX. EQUALLY / / / MAX.
ATABLE3 17.27 / / I HEIGHT I G� SPACED a BUCK
T• / / I ATABLES PER / / HEIGHT
SEE —I} TABLES 17-27
SHEETS
9-16
O X O X
— — W MAX. 8"MAX
SEE SILL SEESILL
WEEPHOLE ` 4"O.C. 3"MAX. --� WEEPHOLE q"O.C. 3'MAX SEE SILL"7i�'
DETAILS, _ DETAILS' rBETWEEN I` WEEPHOLE' 4'O.C.BETWEEN 3•MAX.
SHEET3 BETWEEN L_ SHEE74 L_ C DETAILS, WEEPHOLES
WEEPHOLES B EPHOLES SHEET3
75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH 140"MAX.BUCK WIDTH
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME
SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION
ANCHORED THROUGH THE NAIL-FIN
STANDARDS USED:
GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
•ASTM E1300-09
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI-S10U-07IS2-2010
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-112°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES........................1
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). - ......1
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS............................
SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS..ANCHOR
6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2
7INSTALLATION,FLANGE&
)DESIGN PRESSURES:
EQUAL LE ................3
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E130O. INTEGRAL
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. INSTALLATION,NTEGRAL FIN
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN CHANNEL......................4
GLAZINGGDETAILS
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ...................5
6-8
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSUREESS...................9-1
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................17
10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER EXTRUSION PROFILES&BOM .17
...
SHADES OF CAP COATED PVC EXTRUSION NONE;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18
PRODUCT REVISED
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. m comPlying with the Florida
Building Code
USER INSTRUCTIONS: Aex. Nolo O l4.VI
pihratiLiacaon Dnt 2040
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. •��i,•, Revised W. Date: Revision:
EI)AND PRESSURE ADDED SPACERS TO DE TYPE, DOW CONFIGURATION G ) ING OPTION FROM(TABL JR 05SHESmt e tREN
REINFORCEMENT LEVE2)KNOWING YOUR L.DETERMINE WINDOWS DESIGN R QUIRMENTFOR THE WINDOW OPENING USING
TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING -- Revised 8Y Data: Revision:OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE.
3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION L.
CONDITIONS. ® Desoalpfbn: Drown By:
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOR(SUBSTRATE WILL MEET 7. - (L GENERAL NOTES 8c ELEVATION J ROSOWSKI
REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET I. `b
SET ARE MET. 1070 TECHNOLOGY DRIVETitle:
5)INSTALLAS PER SHEET 3 FOR FLANGEIEOUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. .. N• VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. �'•i; `..,y,I`.j-.• -� N K MIS;DL
F134274 Seder/NodN; Saole; Sheet• Orawing Na. Rev.NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A L �A "`�" '''�
INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2. P.E.#58705 RE. CERT. OF RUTH. {129296 HR-551 0 NTS 1 OF 18 MD-HR5510-01 A
TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE
Glass Frame Glass
Type Description(Listed from Exterior to Interior) Types Opdons Installation Substrate Option Dotal/Shoot
5 7/8'Laminated I.O.:1/8"A Exterior Cep+7/16"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer
(sae Ftp B) (ase Table 1) Conditions
6 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass with.090"PVB Interlayer Through the ....into 2XWood Fnsne/Buckabip•sheet 4,option 5
7 718"Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5116"Laminated;(2)Liles of 118"A Glass with.090"PVB Interlayer J-Channel 1-4 integral fin...... Into Metal-steel 4,option B
8 7/8"Laminated I.G.:311W T Exterior Cap+318'Air Space+5116"Laminated;(2)Lutes of 1/8'A Glass with.090"PVB Interlayer (a1) Through the home ....Into 2X Wood Fet 4,option
7 p•sheet 4,option s
of the wlydaa...... ,,,,into Metal-sheet 4,option 7
10 7/8"Laminated I.O.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Ltles of 1/8'H Glass with.090"SG Intedayer into 2X Wood Frame/Buckstrip-ateet 3,option 1
11 7/8"Laminated I.G.:3116!'A Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Lites of 118'H Glass with.090"SG Interlayer Flange 1.4 Through the frame ....into Concrete/CMU-sheet 3,option 2
12 7/8'Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5116"Laminated;(2)Lites of 1/8"H Glass with.090"SG Intedayer (02) rthe window...... ....through 1X Buckstrip into Concrele1CMU-sheet 3 ion 3
14 7/8'Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.09W SG Intedayer ....Into Metal-shael 3,option 4
15 718•Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7116'Laminated;(2)Lltes of 3/16'A Glass with.090'SG Intedayer i integral
the ....Into 2X wood Framd option rip-sheet 4,option 5
16 7/8"Laminated I.G.:3/1e'T Exterior Cap+114"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090'SG Interlayer Integral�" 1_4 integral fthe f. ....Into Mete)-sheet 4,option a
SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE INDEX. ( ) Through the Same ....into 2X Wood setFra4,option
lip-sheet 4,option 8
of the wirdtriv...... ,••,Into Metal-cleat 4,eptleft 7
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7.11 8 15 ....Into 2X Wood Frame/Buckstrip-deet 3,option 1
Min.Edge Min. MAY NOT BE USED IN THE E Buax I
akeg 1 4 Through the home ....into Concrete/CMU-street 3,option 2
Group Anchor Substrate HVHZ ABOVE 30'. 4 oflhe window...... through 1XBuckstrip Into Conerele/CMU-shed 3, tion 3
Distance EmbedmenC (R4)
P.T.Southem Pine(SG=O. ) 7/16' 13/8 ....into Metal-sheet 3,option 4
#10 SMSF
Steel,A36' 318" 0.050" a YO DTHE MS
(steel,18.8 S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) SUBSTRATE.FOR "A'=ANNEALED
or 410 S.S.) STEEL STUDS
A Aluminum,6063-:T5* •5' 3/8" 0.050" "H'=HEAT STRENGTHENED
MIN.Fu=45 KSI& 'T"=TEMPERED
P.T.Southern Pine(SG=0.55) 7/16" 13/8° I MIN.Fy=33 KSI. FIGURE B:FRAME TYPES
3116"steel Ultracon Concrete(min.2.85 Kell 1" 1.3/8" o PVB" BY KU URARAY AMERICA,INC.
Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" VALUES"UNGRO
CMU'
P.T.Southern Pirie SG=0.55 9/16" 13/8" VALUES MAY O
#12 SMS ( l USED FOR GROUTED (�y�0 'SG'_.090'SENTRYGLA5®
Steel,A36' 318" 0.050" CMU APPLICATIONS. `J �� INTERLAYER BY KURARAY
B (steel,18-8 S.S. AMERICA INC.
or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) INSTALLATION NOTES,SEE SHEETS 3 84 FOR ILLUSTRATIONS: BOX OR '
Aluminum,6063-T5' 318" 0.063" EQUAL-
Concrete(min.285 ksi) 1' 13/4° 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON FLANGE
LEG
1/4'steel UitraconTABLES 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE
C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE
1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 1 1-3/4° USED ON ANY SIDE OF THE WINDOW. o
1/4"steel Ultracon Concrete(min.2.95 ksl) 2-1/2" 1-3/4' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 1-318 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO
1/4"steel Creteflex Concrete(min.3.35 ksl) 2-1/2' 13/4' BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE �Q�
Ungrouted CMU,(ASTM C-90) 2-112' 1-114" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (1 L 0 0
D 1/4"steel Creterfle% BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1XAND 2X �J
P.T.Southern Pine(SG=0.55) 1' 13/e" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY INTEGRAL
1/4'steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2' 1-W8• TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND J CHANNEL FIN
1/4'steel AggreGator P.T.Southern Pine SG=0.55 1" 1 8' INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
Grouted CMU,(ASTM C-90) 2" 2" ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. o PRODUCT REVISED
as complying wilt the Florida
Min.Edge Min. Building Code
Group Anchor Substrate 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. A tmlce e / _0
Distance Embedment!
E 2-1/2'x.131"Common Nall P.T.Southern Pine(SG--0.55) 3/8' 2-7/16' Rew'°d By. gotic- Revl°hr" mit— a !/+
2-1/2"Ring-shank Rtxlflng Nail P.T.Southern Pine(SG=0.55) 318' 2-7/1e' Dy
P.T.Bentham Pine(80=0.55) 1/2' 1318" RMad ey: DaN: Rey yn Miam a ProducC
#10 Trusehead SMS Aluminum,6063-T5• 3/9' 0.050'
(steel,I"S.S. Steel Stud, . . .) - //�� ® Omerrptke Drum ar.
a 410 S.S.) Gr.33' 318' 00451'(18 Ga.) MIN. U' / GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
F Steel,A36' 3/8' 0.050" THREADS BEYOND 6 �b
..
P.T.Southam Pine(SG=0.55) 9116° 1318' THE METAL - 1070 TECHNOLOGY DRIVE Mk:. .,
#12 SMS Aluminum,6063-T5' 318• 0.063" SUBSTRATE.FOR N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
(steel,18.8 S.S. Steel Stud,Gr.33' 316' 0,050' STEEL STUDS, "" P.O. BOX 1629
or 410 S.S.) MIN.Fu=45 KSIB ;. NOKOMIS,FL 34274Serks/YodeF. Saab: 91Mt OrOtr/n7 Na. Rwc
Steel,A36• 3/8" 0.050' MIN.Fy-33 KSI. A.LYNN MILLER,P.E. CERT. OF AUTH. `29296 HR-5510 NTS 2 OF 18 M D-HR5510-01 A
REA 59705
i
INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES
INSTALLATION OPTION 3
TYP.ANCHOR TYPE, INSTALLATION 21 OROOR 23 ANCHORED THROUGH FRAME AND 1X
INSTALLATION EMBEDMENTAND EDGE OPTION 4 BUCKSTRIP INTO CONCRETEICMU.
OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 TYPICAL OR ALL SEE NOTE 2,SHEET 2.
ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR°OX"SASH 1!4'MAX SHIM � � .
FRAME INTO 2X WOOD EMBEDMENT
FRAME OR BUCKSTRIP. 114"MAX.SHIM 19 16 30 16 29
SEE NOTE 2,SHEET 2. 13 28
0FLANGE 20 40 OPERABLE 43 EDGE
EMBEDMENTOR#12 SASH Q DISTANCE
FRAME p10 MS(G5),SEE Q 37-39 - ..
SHOWN O TABLE 2,SHEET 2.
2 28
/`�I TYP.ANCHOR TYPE,
2 �� �1/4•MAXSHIM ❑ 41 �' '� � V - EMBEDMENTAND
FIXED
13 LITE VISIBLE EDGE DISTANCE PER
-i,
LIGHTWIDTH ..
TABLE 2.SHEET 2.
72 I I 85 87 �'
a
-J
DADE APPROVED MULLION, III�J�(I' I o � �a0 •.
29 FBC COMPLIANT O0�`� VISIBLE I _ 42 EXTERIOR
ALUMINUM/STEEL FRAMING FLANGE 72 LIGHTWIDTH 14
n EQUAL
OR STEEL STUD.MAY BE FRAME 24 OR 25 OR 26 15 4 LEG (1)AT MID-SPAN OF INTERLOCK
VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN (SEE SHEETS 6$)TYPICAL FOR ALL FRAME O(1)3-112"FROM EACH SASH
LIGHT LRE SEE SUBSTRATE PROPERTIES, "XO'OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF
HEIGHT TABLE 2,SHEET 2 BUCK WIDTH - SASH STILES/RAILS
t
HORIZONTAL SECTION A-A(OX) 22 OR 23
28 1s
BUCK 30 16 19 (SEE SHEETS 6-8)TYPICAL
HEIGHT EXTERIOR OPERABLE 43 OPERABLE 20 OPERABLE 43 FOR ALL"XOX"SASH
SASH SASH 40 o SASH o
VISIBLE Q 37-39
21 OR 22 OR 23 LIGHT 0 I ' " ❑D
(SEE SHEETS 6-8) HEIGHT �� 28 �;
TYPICAL FOR -�) o o I� - 41 o o `� ❑
ALL SASH 16 FIXED
❑a _ I VISIBLE 1 _ LITE I VISIBLE I _O�❑
88 45 47 LIGHT WIDTH ir- =�i LIGHT WIDTH IffFF
81 29 FLANGE O p o I o D
1 FRAME 87 85
OPTI
WEEP 29 15 SHOWN
.
NOTCHES B0 00 42
314"X 114' OR 28 VISIBLE EXTERIOR
1-1/4'X 114" 34 25 LIGHT WIDTH 72 1415
n 2 (SEE SHEETS 6-8)TYPICAL FOR 4
4 ALL"XOX"FIXED MEETING RAIL J
33 114•MAX r BUCK WIDTH EQUAL-LEG PRODUCT REVISED
SHIM HORIZONTAL SECTION E-E(XOX) FOIE a a complying with the Florida
oBuilding Code
INSTALLATION AS PER SECTION A-A ABOVE SHOWN Acceptance NnEQUALLEG /6.0714.17
FRAM SHOWN ° .{ li,, Reviled By. Dote: Revision: C'atd+anon Date 2
INSTALLATION
EMBEDMENT ! Miam deer . .
OPTION 2 Rerlaed DY: Date: Revtston:
ANCHORED THROUGH +�^ •`•"�'�
FRAME DIRECTLY INTO EDGE ?ff. De:ralp0om Drawn By:
CONCRETE/CMU. D STANCEylsleLE LIGHT FORMULAS '�- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI
TYP.ANCHOR TYPE, G I`•I CG
EMBEDMENT AND EDGE (EQUAL-LITE XO&OX) I '`'
VERTICAL `:?i'.- " 1070 TECHNOLOGY DRIVE nee: Date:
DISTANCE PER SUBSTRATE, WI DTH:BUCK WIDTH/2-4.1/4• -" '•�'"` N. VENICE, FL 34275 HORIZONTAL ROLLER-LM . 05/15/16
SEE TABLE 2,SHEET 2. SECTION B-B J !1` P.O. BOX 1529
HEIGHT:BUCK HEIGHT-7-1/4' - � :., :;i' •.` NOKOMIS, FL 34274 Series def. Scute: Sheat: Drawing N. Rev.
A.L'�IN 11LL1=R,P.E. CERT. OF AUTH. x29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 A
P.E.#58705
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6
INSTALLATION ANCHORED THROUGH FRAME INTO 2X
OPTION 7 21 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE
INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 8 8) NOTE 2,SHEET 2.
ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT
INTEGRAL FIN INTO 2X FI WFLANGE REMOVED) 'XO"OR"OX'SASH
WOOD FRAME OR BUCK• EMBEDMENT a
16 29
STRIP.SEE NOTE 2, EDGE —�{ 1/4"MAX.SHIM 19 16 30 28
SHEET2. DISTANCE 13 40 OPERABLE EDGE
20 DISTANCE
J-CHANNEL #100R#12 STEEL SASH Q
FRAME SHOWN I 37-39
1 SMS(G5),SEE -f
TABLE 2,SHEET 2.
28 TYP.ANCHOR TYPE,
p 1 EMBEDMENTAND
1/4'MAXSHIM FIXED 41 �' I I 1� ❑ EDGE DISTANCE PER
DF LITE❑ LITE o- I I SUBSTRATE,SEE
EMB ANCHOR TYPE, FIN E MAY ❑�� -�'- -�{ LIGHTIWIDTH F~ a❑
EMBEDMENT AND EDGE FLANGE MAY 8E TABLE 2,SHEET 2.
DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN)
72 SEE TABLE 3,SHEET 2. o 'I 85 87 FIN
FRAME
o a =�
13 DADE APPROVED MULLION, 0 LIGHT WIDTH 42 EXTERIOR D SHOWN
29 FBC COMPLIANT
ALUMINUM/STEEL FRAMING 72 24 OR 25 OR 26 14 15
3
OR STEEL STUD.MAY BE
VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL
LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL
HEIGHT TABLES 2&3,SHEET 2.
BUCK WIDTH INSTALLATION
HORIZONTAL SECTION C-C(OX) OR 23 OPTION 8
(SEE SHEETS 6-8) ANCHORED THROUGH
2916 ALTYPICAL FOR FIN INTO METAL
28 30 16 19 L'XOX° (FLANGE MAY BE REMOVED)
BUCK EXTERIOR T OPERABLE 40 20 OPERABLE - SASH
HEIGHT (� T -_ o SASH - o SASH Q #100R#12STEEL
�1 VISIBLE 1�-�I 37-39 1F _�� EI
SMS(G5).SEE
218OROOR 23 LIGHT OPERABLE
o❑ �I I I O TABLE 2,SHEET 2.
(SEE SHEETS 6-8) HEIGHT SASH J� ;L 28 I J; ;L
TYPICAL FOR 41 - --
ALL SASH 16 I FIXED
_ I VISIBLE � LITE � VISIBLE I _
86 45 47 �a LIGHT WIDTH ��- 11 LIGHT WIDTH IIIA O�❑
OPT. --- 0
80 81 �_ FIN
WEEP i FRAME 87 85 C-� -73
NOTCHES
NOTCHES 29 29 SHOWN 0 - 42 0O
VISIBLE I EXTERIOR
314'X1/4° 25 OR 26 +{ Imo- 72
LIGHT WIDTH 1q �L, 1 J-CHANNEL
1-114°X1/4' 3
(SEE SHEETS 6.8)TYPICAL FOR FRAME �
15 ALL'XOX"FIXED MEETING RAIL SHOWN
33 ❑ f BUCK WIDTH
3 1/a"MAxHORIZONTAL SECTION F-F(XOX) PRODUCT REVJSED
o p SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION 0.D ABOVE
T qg (1)3-1/2"FROM EACH SASH Duwlding Code
SHOWN II CORNER AND(1)AT CENTER OF a
FIN FRAME I �L,'�J��
SASH STILES/RAILS '` i� Revised By, Date: Revision:
TYP.ANCHOR TYPE, •� '(� Ily
EMBEDMENTAND - .'•t;"•= '-
EDGE DISTANCE PER EDGE DISTANCE Revised By: Date: RaHsion: �'I! � PtodaatCm
SUBSTRATE,SEE SEE G'3 r
TABLE 3,SHEET 2. —ry EMBEDMENT
® Descripton: Drn By
VISIBLE LIGHT FORMULAS ;-(l J-CHANNEL&INTEGRAL FIN FRAMES J o�ROSOWSKI
INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) 6 �
I16
ANCHORED THROUGH INTEGRAL FIN SECTION D-D •;'I.•' 1070 TECHNOLOGY DRIVE Title: Date:
WIDTH:BUCK WIDTH/2.4-1/a" -` N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114" `•'�!�' I• ^� P.O. BOX 1529
STRIP.SEE NOTE 2,SHEET 2. •�i;�'(•:•>-r�.,� ; :.��� NOKOMIS, FL 34274 Series/Model• Scale: Sheaf Wawing No. Rev.
A.LYNIQ M)SLER'�P•E. CERT. OF Aunt. /29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 A
P.E.#58705
SILICONE
STRUCTURAL 716"NOM. �{ 718'NOM. --�{ 7/8"NOM. —�-{ 718'N M.
POLYISOBUTYLEN 114"NOM.
WITH DESICCANT
76 KODISPACE 5116"A/A PVB 5116"A/A PVB 5/16"A/A PVB 5/16"A!A PVB
EXT.GLASS 7116"AIR SPACE 7/16"AIRSPACE--% 3/8"AIR SPACE 3/8"AIR SPACE
4SG TPS
1/8"A_GLASS 118"T GLASS 3/16"A GLASS 3/16"T GLASS
G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
INT.GLASS
76-79 7&79 76.79 78-79
ALUMINUM
REINFORCEMENT
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
5/16"NOM.
BUTYL 8
DESICCANT 718"NOM. 7/8"NOM. 7/8'NOM. 718"NOM.
FOAM
EXT.GLASS 8 DURASEAL@
SPACER 5/16"H/H SG 5/16"H1H SG 5/16"H/H SG 7/16"A/A SG
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE
INT.GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"T GLASS 1/8"T GLASS
aEXTERIOR a EXTERIOR a EXTERIOR <�]EXTERIOR
STRUCTURAL
HOT-MELT BUM 76-79 7fi-79 76-79 76ers
SILICONE
FOAM 3/16"NOM.
WITH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14
DESICCANT SUPER
EXT.GLASS i6 SPACERu NXT'm .GlA55 7/8"NOM. �+— --+•{ 718"NOM.
BITE TYP.
76-79 BITP.
72 O74 7/16"A/A SG 7/16"A/A SG
' GLASS TYPES 5,7,1IN THE
1&15
INT.GLASS EXTERIOR
1/4"AIR SPACE 114"AIR SPACE MAY NOT BE USED
28 � HVHZ ABOVE 30'.
POLYISO- DESICCANT FILL AREA 3/16"A GLASS 3/16"T GLASS -
BUTYLENE 5116"NOM. 29 Q 75 a EXTERIOR a EXTERIOR GLASS TYPES 10-12&'14-16]
SEAL O 29 'MAY NOT BE USED WITH
SILICONE SEAL J-CHANNEL OR INTEGRAL
ROLL-FORMED a 76-79 78-79 FIN FRAMES
STAINLESS STEE
E" 33 PRODUCT REVISED
XLEDGE
7e ❑❑ GLASS TYPE 15 GLASS TYPE 16 � 'd, Cn6 with tha Fl°sida
Exr.GLASS SPACER B�tdi°6 r''
o Acceptan«Tl°/6-0714.17
. :. ,•. Revised By Date: ReHelen: iraC Date
A)ADDED SPACERS,
• "'" JR 05/05/16 MOVED CLSTR.DETAILS. By
INT.GLASS TYP.GLAZING DETAIL
F6rleed W. Date: Revhf6n:
'A'=ANNEALED _ '..:,'..;',•. ® Daeadplion: DM—Dy:
p9nd De6eripnon Mobrlel "H'=HEAT STRENGTHENED �, 6 N GLAZING DETAILS J ROSOWSKI
'T'=TEMPERED I l 16 , ',:r
78 Kommerlin94SG TPS Spacer System I 'PVB"=.090"BUTACITE®PV8 SYKVRARAYAMERICA,INC. - 1070 TECHNOLOGY DRIVE 7106: °
See lois 'SG'=.090'SENTRYGLAS®INTERLAYER BY KURARAY N.VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15
77 OuenexSuparSpecernXfwithHotMaltButyl •5,.•'.,'r.
Sheet br AMERICA,INC. P.O. BOX 1529
78 Ouanex Dumseal Spacer Materiels NOKOMIS,' FL 34274 Sede6/Medel: Se61e: Shah Dmdng tub. Rev:
79 Cardinal X_Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I, A:LYN.r4MILLER:P.E. CERT.OF Ali1Fl. /129296 HR-5510 NTS 5 OF 18 MD-HR5510-0l A
REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET 2. P.E.958705
TABLE 5:
Index to All Design Pressure and Anchor Quantity Tables
Max. Max. Glass Reinf. Design Pressure Anchor OueMity, TABLE 6: TABLE 7:
Conte• Width Height Type Leval Glass Types Design Pressure(Ibsffe) Glass Types Design Pressure(lbslfe)
s4 1 Tuatilag il a s 17 a 5-8 for XO or OX Windows d 5-8 forXOorOXWindows
54° 2 7 8 18 8 ReIM.Level R1 All Buck Heights up to 54° Reiff Level R2 All Buck Heights up to 54"
7S 63• 5 3 8 7 18 10
72' 4 10 8 20 10 All Buck Widths +50/-50 All Buck Widths +651-70 _
m 54 t s a 17 9 N 75 w to 75•,
ar 54' 2 7 8 18 8 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE
OX 75° 63• 6-8 3 8 7 18 10
63• 4 11 B 21 11
7r 4 to a 20 10
10-12 4 12 a 22 11
P1
7S 78' 4-18 4 12 a 22 11
5-83 9 7 23 12 U HEADER HEADER
63'
120' S&6 4 13 a 24 13 QUI
XOX
7&0 4 14 0 25 fl
140' g3• 10-12 4 15 0 28
i4-18 4 16 8 27 0
4•MAX.O.C. SECTION DETAIL SECTION DETAIL
FOR WINDOWS WITH O 21 FOR WINDOWS WITH Q O 21
LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT
(REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH
75-AINCHOR IN FIGURES APPLYTOALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT
FRAME TYPES& FRAME TYPES&STER DETAIL CONFIGURATIONS) O 21 CONFIGURATIONS) 21
4°MAX.O.C.
a � SILL �R1°a SILL
o12o
4ANCHOR SASH WIDTH SASH WIDTH
CLUSTER DETAIL
O o o MEETING RAIL O� o e MEETING RAIL
4'MAX.O.C. —� �-- o 0 24 LL❑�� o D 25
21 21 0 21 21 0
JAMB ExrERaa JAMB FJ(rEfl10a
j/ 3-ANCHOR
a e e PRODUCTREVISED
fidu
CLUSTER DETAIL NOTES: Buiil�Cock 0'e at
1)USE THESE TABLES FOR ALL WINDOWS Acccptaaec No«O'0 °]
INSTALLED THROUGH THE FRAME OR Revised By: Date: Revis/on: tion Dmo
INTEGRAL FIN. A)MOVED CLUSTER
2)FRAME DIMENSIONS ARE BUCK WIDTH AND J R 05/05/16 DETAILS BY
8°MAX.O.C. '— J BUCK HEIGHT SHEETS 3-4.SASH SIZE IS AS R„y� Mimi da Prodacl
4°MIN.O.C. �", ( ) e!': Oete: Revision:
PER THE FIGURE. _ -
3)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE3'INDICATE
_ DESIGN PRESSURE TABLES J ROSOWSKI
4)•1/412-1/4"AND°1/3-1l3-1/3°INDICATE THAT
6..� .�u
2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS 1070 TECHNOLOGY DRIVE TNIe: DON:
FALL WITHIN THE SASH WIDTH RANGE IN THE - N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15!15
CLUSTER DETAIL ADJACENT COLUMN.'CUSTOM'INDICATES P.O. BOX 1529
THAT NO STANDARD SASH CONFIGURATIONS •"'��; ," NOKOMIS;FL 34274 Serlee/Mgdeh Sw(a Sheat: plowing No. Rar.
FALL WITHIN THE RANGE. A.LYNN MILL'ER,P.E.
REX 58705 � CERT. OF AUTH.,29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 A
TABLE 8:
Glass Types Design Pressure(ibef e)
5-8 for XO or OX Windows
ReIM.Level R3 All Buck Heights up to 63'
All Buck Widths
HEADER up to 75' +50/-50
SEE TABLE 19 FOR ANCHORAGE
Q TABLE 9:
Glass Types Design Pressure(Ibsffe)for XOX
O 22 5-8 Sash Sash
Width Windows
Rein[Letel CooSguation Range Via) Window Buck Height
SASH R3 S7'
HEIGHT 35.114' M-%-% 11.391-11.391 +50.0 -500 +50.0 50.0 +50.0 50.0
38' �/s-'�-'/s 12308-12308 +50.0 500 +50.0 50.0 +50.0 50.0
O O 22 Y-%-% 11.391-13.397 +50.0 -500 +50.0 -50.0 +50.0 50.0
45.115
+/e-h-Ys 113.398-14-683 +50.0 500 +50.0 -50.0 +50.0 2.0
O %-Y, 11.391-12.297 +50.0 50.0 +50.0 50.0 +50.0 50.0
47314'
12298-15.558 +50.0 -50.0 +50.0 50.0 *50.0 50.0
EXTERIOR Custom 11.391-12.015 +50.0 50.0 +50.0 50.0 +50.0 50.0
SILL :9 52-1/8° %.
/%-y. 12017-13.397 +50.0 50.0 +50.0 50.0 +50.0 50.0
o %-Na 13.398-17.016 +50.0 1 -50.0 1+50.0 50.0 +50.0 50.0
Custom 11.391.13.397 +50.0 500 +50.0 50.0 +50.0 50.0
SASH WIDTH 60' !/4m%-!/4m!/4m%-y413.398.15.36D +50.0 500 +50.0 50.0 +50.0 50.0
M12(ry
15.361-19.641 +50.0 %0 +50.0 -50.0 +5D.0 -50.0
11.391-13.397 +50.0 -50.0 +50.0 -50.0 +50.0 50.0
OMEETING RAIL 13.398-19.110 +50.0 500 +50.0 50.0 +50.019.111-24.641 +50.0 500 +50.0 -50.0 +50.0 50.0
18.380-19.397 +55.0 -500 +50.0 -50.0 +49.1• -09.1'22 22 a 19.398-24.3600 +50.0 SD.O +50.0JAMB exrealoR 24.361-30360 +50.0 50.0 +50.0-30.350 +50.0 50.0 +50.0 50.0 *49.1• d9.1'
•+501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE
"MIN.SASH SIZE=WINDOW WIDTH-59.28
2
SECTION DETAIL
FOR WINDOWS WITH
LEVEL R3 REINFORCEMENT
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL PRODUCT REVISED
FRAME TYPES 8 as complying with the Ffadda
CONFIGURATIONS) Building Code
Acceptance No
Revised bN Gate: Revielon: iration Date
y
By
Revised By: Date: Revision: Miam Date Nod=
Deeertp}bn: Doren W.
[[ DESIGN PRESSURE TABLES J ROSOWSKI
NOTES: 6 `(-ID
I :.,. •.. Date:
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE ee:
2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. N.VENI= FL 34275 HORIZONTAL ROLLER-LM 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •• P.O.BOX 1529
4)•1!4112-1/4'AND-1/3-1/3-1p'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH �',�:' �' NOKOMIS,FL 34274 Sertes odeL Soule: ShssI: DrseGq No. Ras
RANGE IN THE ADJACENT COLUMN.•CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNNMILLE7(.P.E. CERT OF AlfrH /29296 HR-5510 NTS 7 OF 18 M D-HR5510-01 A
THE RANGE. P.E.#68705
TABLE 11: TABLE 12: TABLE 13:
Glass Types Design Pressure(Ibse)for Glass Types Design Pressure Oboe)for Glace Types
TABLE 10:
5.8 XO or OX Windows 14312.a 14316 XO or OX Windows 5&6 sBeh sash Vsdlh Design Pressure(Ibs/R2)for XOX Windows
rre0on Range On) Window Buck Height
ReIM.ltael Window Buck HekPub ReIM.Leal Window
Height R4 36' 54" �.
Giese Types Design Pleasure(IbelRe) R4 4B' S4' 63" R4 54^ 67 Pelnt Laud Conlg
83' 78'
6-8 for XO or OX Windows 25.112" +65.0 •70.0 +65.0 •70.0 +85.0 -70.0 55 25-112' +65.0 .110-0 +65.0 -110.0 +65.0 -1180 Custom 11.381-13.397 +65.0 47-0.0-F-65 0 .70.0 +65.0 -7D.0 +65.0 •65.3
ReIM.Looel R4 All Buck Heights up to 7Y p8' +850 •70.0 +85.0 -70.0 +85.0 •70.0 y 28' +85.0 -110.0 +G5.0 -110.0 +65,0 •110.0 80" Y4'Y-Y 13.398-15.360 +BSO -70.0 +65.0 -70.0 +65.0 70.0 +85.0 -70.0
38" +65.0 •70.0 +65.0 -70.0 +65.0 -70.0 3x 36' +85.0 -110.0 +6.5.0 •110.0 +65.0 .110.0 c %-Y-Y 15.7,81-19.641 +85.0 -70.0 +65.0 -70.0 +85.0 70.0 +65.0 -70.0
All Buck Widths o Custom 1.1.391-13.397 +65.0 -70.0 +65.0 439.8 +63.3 433.3 +53.2 -53.2
+50/-50 +650 -70.0 +65.0 •70.0 +65.0 -70.0 42' +65.0 •110.0 +65.0 .110.0 +65.0 .110.0
up to 75' 42" m' 75'
48' +850 -70.0 +85.0 -70.0 +85.0 -70.0 $ 48' +85.0 -110.0 +66.0 -110.0 +85.0 -110.0 Y.-Y-Y. 13.386-18.110 +85.0 -70.0 +65.0 -70.0 +85.0 -68.5 +58,2 -59.2
SEE TABLE 20 FOR ANCHORAGE g Y.-%-Y. 19.111-24.641 +65.0 •70.0 +85.0 -70.0 +85.0 .70.0 +65.0 -86.0
60" +650 -70.0 +65.0 -70.0 +65.0 -780 60' +65.0 -110.0 +65.0 -110.0 +65.0 -93.9
pmtom 18,360-18.397 +65.0 -70,0 +58.9 -59.9 +55.5 55.5 +49.1 -49.1
75' +850 -70.0 +65.0 •70.0 +84.3• 434.3' 75' +85.0 -110.0 +650 -103.5 +85.0 430.0
g 96• y+_y,_y 19.398-24.360 +650 70.0 +62.1 432.1 +5B.o .68.0 +50.3 -50.3
•+651-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE
SEE TABLE 21 FOR ANCHORAGE Qlsfom 24.381-30.360 +65.0 .70.0 +65.0 -70.0 +85.0 437.3 +57.0 -RO
TABLE 15: p 120' y_Y_y -30.360 +85.0 -78.0 +59.9 439.8 +55.5 L.5.5 +49.1 49.1
Glass Types Design IbalR2,forXOX •• WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE
Sash g ( I HEADER "MIN.SASH SIZE_
10-12 Sash Width Windows TABLE 14: 2
Reith.Letel Configuration Range(n) Window Buck He ht Glave Types
R4 48. 54' �. 7&8 sash Sash Deelgn Pressure QbeM2)forXOX Windows
C.
rs9uretion Vga91
Custom 11.391-13.397 -BSO -110.0 +850 -110.0 +BSO .110.0 O Relnt l.etel Range(m) Window Kruk He1pM
60' Y.-Y,% 13.398-15.360 +65.0 -110.0 +650 -110.0 +65.0 -110.0 R4 36' 48' 59• 67
Y-Y-Y 15.361-19.641 +65.0 -110-0 +65.0 -110.0 +65.0 -110.0 O 23 Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0
c Custom 111.391.13.397 +85.0 -110.0 +650 -110.0 +650 -110.0 60" Y.-%-Y. 13.398-15.360 +65.0 -70.0 +85.0 -70.0 +65,0 70,0 +65.0 -70.0
5 SASH rte. %-%-Y 15.361-18.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70,0 +65,0 -70.0
Sy 75' Y_Y_y, 13.388-19.110 +65.0 -110.0 +65.0 -110.0 +65.D -110.0 HEIGHT 331 Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0
' Y-Y-'/s 119.111-24.641 +65.0 -110.0 +650 -110.0 +650 -110.0 y
to Custom 17.641-18.387 +85.0 -110.0 +85.0 -110.0 +65.0• -1040 0y 7S Y Y-Y 13.398-18.110 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0
'G 23 o 19.111-24.641 +65.0 -70.0 +65.0 -70.0 +85.0 70.0 +65.0 -70.0
g 96' Y.-Y.-Y4 19.398.24.380 +65.0 -110.0 +65.0 -110.0 +65.0' -109.5•
SS Custom 24.361-31.641 +650 -110.0 +65.0 -110.0 +85.0 410.0 13 Custom 18.380-19.397 +65.0 1 -70.0 +55.0 -70.0 +65.0 70.0 +85.0• -87,2•
Q e6 y+_Y_y+ 19.398-24.360 +65.0 -7 1+65.0 -70.0 +65.0 70.0 +6s o• 438.8•
120' N-y'_y 28.641-32515 +650 -11D.0 +65.0 -110.0 +85.0• -104.8• Custom 24,361-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0
Ya-Ye-Ys 32.516.39.641 +85.0 -110.0 +85.0 -110.0 +85.0 -110.0
exrewoa SILL 120' /_Y_y+ - -30.360 +65.0 -70.0 +85.0 -70.0 +Cu`.0 -70.0 +65.0' •67.2•
14D' Custom •+ -39.841 +850 -110.0 +65.0 -110.0 +85.0• -104.8• •+851-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE
+65/-110 FOR GLASS TYPES 11 a 12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28
WINDOW WIDTH-60.72 0 '•MIN.SASH SIZE= 2
"MIN.SASH SIZE=
TABLE 16: 2
Glass Types Design Pressure(Ibse)for XOX SASH WIDTH
14-16 Sash ,nth Windows 0SECTION DETAIL
Relnf.Level Conligum6on Range(In) Window Book Heigh o o MEETING RAIL FOR WINDOWS WITH
R4 49• 54" 63 o LEVEL R4 REINFORCEMENT
Custom 11.391-13.397 +65.0 410.0 +65.0 -110.0 +65.0 -110.0e 28 (REINFORCEMENTS SHOWN
60• 13.398-15.360 +65.0 -110.0 +85.0 -110.0 +65.0 -110.0 e IN FIGURES APPLY TO ALL
23 23 o FRAME TYPES&
Y-Y-Y 15,381-18.641 +65.0 -110.0 +85.0 -110.0 +65.0 -110.0 JAMB EX 10R CONFIGURATIONS) GLASS TYPES 10-12&14-16
Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 •109.3rT o MAY NOT BE USED WITH
19 V J-CHANNEL OR INTEGRAL PRODUCT RFVASm
75' Y_Y_Y 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -1020 0
�FIN FRAMES as eompiyiog with the liorkGi
Y-Y-Y 18.111-24.641 +65.0 -110.0 +85.0 -1 +65.0 -1028 Hui1dmg Code
m Custom 17.841-18.397 +85.0 -110.0 +65.0 -110.0 10.0 +65.0 X7.4 Acceptance No 1&'1!22L4-17
','cation Date
96• Y.-%-Y. 19.398-24.360 +85.0 .110.0 +65.0 -110.0 +65.0 •82.0 Revised W' Dab: Ret4elom
Custom 24.361-31.641 +65.0 -110.0 +65.0 410.0 +65.0 -88.4 ...
120' Y-Y-Y 29.641-32.515 +65.0 -110.0 +65.0 -109.8 +65.0 434,3 ^t Revlwd EDr Oats- Revision: Aadc!'rodeet
Y-Y-Y 32.518-39.841 +85.0 -110.0 +85.0 -105.0 +65.0 -80.8
140' Custom -39.841 +65.0 -110.0 +85.0 -105.0 +65.0 430.0 =
SEE TABLE 27 FOR ANCHORAGE
cr / DESIGN PRESSURE TABLES J ROSOWSKI
NOTES: 1070 TECHNOLOGY DRIVE Rhe: Oetr.
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. N.VENICE, FL 34275
2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-0).SASH SIZE IS AS PER THE FIGURE. P.O. BOX 1528 HORIZONTAL ROLLER-LM 05/15/15
3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. . -•t '�- NOKOMIS; FL 34274 Sede9luo": Seale.. Shw.
eet Ra
4)'1141/2-1/4"AND-1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFlGURAl1ONS FALL WITHIN THE SASH WIDTH RANGE p-LYNN MILLEfi,P.E,
IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p.E.#68705 CERT• OF AM. 29296 HR-5510 NTS 8 OF 18 MOraw7ngD-HR5510-01No. A
TABLE 17:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor
5-8 Sash g g g Spacing for"Integral. Group E Group F
Width 30"Height 36"Height 48"Hei ht 54"Height 30"Height 36"Height 48"Height 54"Height Fin"Installation
Head E Head E Head E Head E Head Head E Head E Head E 3.8° 4°
Reint Level SDI &Sill &Sol &Sill 4 &Sill &SBI 0 &Sill � &SIII � &Sill
R1 GUIDE TO USING ANCHOR QUANTITY TABLES
Anchor Group A Anchor Group C PRODUCT REVISED
a c vggy1n8 with Iho Flod&
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): B.Idmccr4a°
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY
AcoePtanceA.1"
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PERJAMByBm 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY'. A1a°i a
0 48" 23.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION
,g +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH
TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL.
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 >
z
Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1
L 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET,
V 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS,SHEET 6 .^aa
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 L r-I j 0 U o
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 — SEE ELEVATION, O
m _..-ZMEET.INGR.AIL
SHEET 1 ❑ °I°0 r
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / >-N ti
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, O`t a
SHEET 1 --1 J W m C> .rg
75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z IL m LL to
REPEAT ANCHOR PATTERN AT SILL
SEE TABLE 6 FOR DESIGN PRESSURE X:LLT
00 X Tn
TABLE 18: UJ FOR XOX WINDOWS: Z m o q J sMo
Q I Windows o
Glass Types Anchor Quantities for XO or OX WiANCHOR QUANTITY o p104 c0 m
5-8 Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height PER JAMB Z a z � LL
Width Head 'l Head Head Head V Head a Head Head Head HEAD AND SILL ANCHOR QUANTITY: - O
i E E E E E E E E 1+C3+2+C3+1 4
Relnt Level I &$III &Sill 9 &Sill &Sill '�° &Sill '-,° &Sill `; &Sill &Sill (1)ArucF,oRATTHESASH JO CD
+A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL
Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION m Z I°845
+A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL � � J �
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH O z
RS AT THE HEAD AND 10 ANCHORS AT THE SILL
N
TOTAL OF 10 ANCHORS
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 � ct: Z
Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o
SEE ELEVATION,SHEET 1 = to
42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
m SEE ELEVATION,SHEET 1 w V
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Q =0 =
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 �_• alw —.0 s°„°5
•-•--------I
75" 36.897 2+C2+2 121 2+02+2 3 2+C2+2 31 2+C2+2 3 l SEE ELEVATION,
Anchor Group B Anchor Group D SEE
EE / X / O XSHEET 1 "'• ;
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, 11
1; 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET 1 / MEETING RAIL SEE CLUSTER
}T DETAILS,
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+13 I �pEATANCHORPATIERNATSILL SHEETS
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 U2+C2+2
2 1+C2+1 3 1+C2+1 3 1+C2+1 3 G ��
m NOTES: ` �y/�G
3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH 1
C 60" 28.387 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND SUCK HEIGHT(SEE SHEETS 3-0).
�i Group F SASH SIZE IS AS PER THE FIGURES ON •':i;' ,
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- p SHEETS 6 6. ;,`. ti'•'; ''
SEE TABLE 7 FOR DESIGN PRESSURE Fln"Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO '1'1; '' •- ,�'
4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.'LVh11S MILLER,P.E.
DIMENSION SHOWN ON THE TABLE. P.E.#58705
TABLE 19:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C.
5-6 sashSpacing for"Integral-
30"Height 36"Height 48"Height 54"Height 63"Hr,ghHht 36'Height 48-Height 54'Haight 63"Height Fin"Installation
Width Head E Head Head E Head E HeedE Head Head Head E Head E
Relnt Level fin) Anchor Anchor
8 Sill ' &Sill &Sill ' &Sill ' &Sill 8 SIII &Sill ., &Sill &Sill Group E Group F
R3 SED
Anchor Group A Anchor Group C 3.6' 4" WR-mo�u ththe Fkdb
25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+ 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Build ng Code 1
Acceptmcc No �-oT t4!JJ LV
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+ 2 1+C2+1 3 1+C2+11411+C2+1 4 1+C2+1 4 Expir�tiooDute
36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 %,
R4i=DO&Prad xt Cony
YJ
m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+.1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4
75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 k-1
Anchor Group B Anchor Group D
25-1/2- 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+t 4 1+C2+1 4 1+C2+1 4 Y Q
45 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 "aa
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 j CD CO O
W LO
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O
m o a1� O
48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > I�
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 co _
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL w LL m
SEE TABLE 8 FOR DESIGN PRESSURE U U_ X m fD
LLI
02
TABLE 20: F Z m O J � JMO
Max.Anchor O.C. o 0 o v coo
Anchor Quantities forXO or OX Windows z a z �'
Glass Types Spacing for"Integral- W 0
5-8 Sash 30'Height 36°Height 48"Height 54"Height 63"Height 72"Height 30"Height 36'Height 48"Height 54"Height 63'Height 72"Height Fin"Installation J Oo
Width Head E Head E Head E Head E Head E Head E Head E Head E Head Head Head Head
E E Anchor Anchor 1- O
Reint Level M) &SIII &Sill &Sill 0 &Sill 4 &Sill �° &SIII 8 SIII &SIII 10, &Sill , &Sill &Sill -f0, &Sill ' Group E Group F ® � Q
R4 Anchor Group A Anchor Group C 3,2° 4' 9 Q F-
25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 j Q Z aZ
a O Z
28° 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 0 O
m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4, 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U
m
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z O '
c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q = S
C all!1 '�sa0 sauas
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES:
75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 t)FRAME DIMENSIONS
ARE BUCK WIDTH AND
Anchor Group B Anchor Group D BUCK HEIGHT(SEE
SHEETS 3d).SASH SIZE IS ';.••'`;�F;,I �c•r�'•;
25-1/21 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 V32
4 1+C2+1 4 1+C2+1 5 t+C2+1 5 AS PER THE FIGURES ON
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5SHEETSBe.36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FORSIZESNOTSHOWN,ROUND UP TO
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 -4 1+C3+1 4 1+C3+1 5 1+C3+1 5WIDTH OR HEIGHTDIMENSION SHOWN ON 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE.75" 36897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5
3)SEESHEET9FORA
SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E.
TABLES. REA 58705
TABLE 21:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor
5-8 Sash Spacing for"Integral- Group F
Width 317'Height 38"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height Fin"Installation
Head Head B Head E Head E Head E Head E Head E Head Head E Head 4"
Reint.Level G°I &SIII &Sill &Sill &Sill 10, &Sill 16 &Sill 9 &Sill 8 Sill &SIII -" &Sill
R4 PRODUCT REVISED
Anchor Group A Anchor Group C .ms dyias winh"F od&
1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Bnildmg Code
25-1/2" 12.147 nccePlanceNo 16"0 14•1
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 E�I1°"0°DB�e
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 BY
Munni a Pmdaee C
m
42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 N
75 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4
Anchor Group B Anchor Group D �
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 "a
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1' 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 11J rj O o
38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o to o
O
Co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 }n "laa W rj
'6 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 CD v
S� co
60" 28.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2* 4 " a
S Z LL �LL C)
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4
LLF
SEE TABLE 11 FOR DESIGN PRESSURE 00 X D 6 rA .
TABLE 22: ~Z m O J ��0
GLASS TYPES o� Y m 00
Glass Types Anchor Quantities for XO or OX Windows 10-12&14.16 MAY g Q o
LL
10.12&14-16 Sash ' NOT BE USED Z d Z
30"Height 36"Height 48"Height 54"Height 63'Height 76"Height 30"Height 36"Height 48"Height $4"Height 63"Height 76"Height WITH J-CHANNEL } LU O
Width • ORINTEGRALFIN (—
Heed Head Head Head Head E Head Head Head S Head E Head E Head Head FRAMES `-
Reinf.Level
(in) &Sill 10 8 Sill m &Sill a &Sill m &SIII W &SIII '° 8 Sill '� &SIII 9 &Sill f0 8 Sill 0 8 Sill m &Sill a O `-
-� -o > > -� Z a. laays
Anchor Group A Anchor Group C J
25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 _ ¢ ~
Z
r 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 ¢ X Z
3 28" 13.397
36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+p+1 5 1+C4+1 5 O = N Y i
m 42" 20.397 NOtAllowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+p+1 4 1+p+1 5 1+C4+1 5 cw, Z 0
48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q 2 = i
60' 29.397 2+CZ+2 2 2+C2+2 3 2+p+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 '�1 ''sa 1 S j
NOTES:
75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+04+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS
ARE BUCK WIDTH AND
Anchor Group B Anchor Group D BUCK HEIGHT(SEE
25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 5 SHEETS 3 4).SASH SIZE IS
AS PER THE FIGURES ON •
.6 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+p+1 5 1+p+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6A.
Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT
42" 20.397 1+C2+1 2 1+C2+1 3 1+p+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+p+1 3 1+p+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 $ SHOWN,ROUNDUPS
TO
m THE NEXT AVAILABLE
48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 $ WIDTH OR HEIGHT ''•;;
DIMENSION SHOWN ON
60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE. -•' i
75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 141 2+C4+2 5 2+C4+2 51 2+C2+2 121 2+C2+2 131 2+p+2 141 2+C4+2 4 2+C4+2 5 2+C4+2 5I
3)SEE SHEET FORA i
SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN!MILLER,P.E. 1
TABLES. I L P.E.#58705 I
i
i
i
TABLE 23:
Glass Types Anchor Quantities for XOX Windows
5-8 Sash
Sash 24'Height I 30'Height 1 36'Haight 1 48'Height I 54"Height 83'Height 24'Height 30"Height 1 38'Heigh 48'Height 1 54'Height 83'Height
ht
Width a a a a a s a a a a a a
Reim•Level Range(in) Head&Sill E Head&Sill Head&Sill Head&Sill Head&Sill E Head&Sill E Head&Sill E Head&Sill ' Head&Sill ' Head 8 SiII Head&Sill ' Head&Sill
R3
Anchor Group A Anchor Group C PRODUCT REVISED
35-1/4' %-%-Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+G+C2+1 4 as camplyingwiih the Florida
Building Cade
38' Y,-%-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+O+C2+1 4 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 AccePlenw No (0-0714 1J
45-1/B' %- % 11.391-13.397 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 V00 �p�
-�s-� 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 By
47-3/4' Y
11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Miami ndt Prndact sol
%-%-% 12298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C1+O+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 4 _
Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 >
52-118' 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
%-'/a-% 13.398-17.018 1+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3 1+C2+G+C2+1 4 1+C2+0+C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 a"
m
Custom 11.381-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _
60' Y-'r4-Y 13.398-15.360 44C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y Q
Y,-y3-y3 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Lf)
W
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+I 2 1+C2+3*C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ] t j 0 O
75' %Y-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 O O O
-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1•+C2+1 4 } a aIOQ to
Custom 18.360-19.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 00 C4 v
98' Y%% 19.398-24.360 I+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 O J J ED) �9 =
Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z LL u,LL Mo,p 0
120'
Y4-%-Y. " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U 'X D Q rn °
Anchor Group B Anchor Group D F-Ud ro O J 2 DMO
W
35-114" %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 d 1+C2+G+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 r> 0 ,a, m 'J CO
38' Y-%-Y 12308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+02+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 Z D.Z ~ O' LL
Y-Y% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W Q
45-118' J
Y-'/�-% 13.388-14.683 1+C2+0+C2r1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 4 1+C2+0+C241 2 1+C2+O+Ct#1 2 1+C2+0+C2+1 3 1+C2+0+C241 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 --I N
r
Y%Y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® '8, Z � laays
47,3/4' a
Y-Y% 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+p+C2+1 4 1+02+p+C2+1 4 1+C2+p+C2+1 4 D a
Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (�f Z
r
52-1/8' Y4-%-Y4 12017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
h Y-% 13.398-17.016 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+p+C2+1 4 p O Q O
x = N
In Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 V � to
60' Y4-Y2-Y4 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 cWi Z O
E
Y3-y-Y 15.361-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+G+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ¢
'$ Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 q t+C2+3+C2+1 4 altsasnp sauas
75' %% 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+02+1 3 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2*C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1.4
h Y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+(�+1 4 1+C2+1+C2+1 4 ;!1
Custom 18.360-18.387 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2r3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 �:'.•:''.;!�%
96' Y-y-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+I 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+c2+1 4 ,
Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 +C2 +1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 '
12(' Y-}4-Y " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
WINDOW WIDTH-58.28 NOTES:
SEE TABLE 9 FOR DESIGN PRESSURE
MIN.SASH SIZE= l( 0
Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).
SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. -
Spacing for"Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
Fin"Installation 2.9' 4" 3)tE41 2;ET 9A
ANFD R-1/A37U3 1 3TMDSCATE THESE TABLES.
THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE
A.LYW MILLER,P.E.
IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.0 58705
TABLE 24:
Glass Types Anchor Quanddes for XOX Windows
5&8 Sash Sash 24'Haight 1 30"Height 1 36"Haight 1 48"Height 1 54"Height B3Haight 24"Haight 3(rHe'ht 36"Haight 1 48"Height 1 64'Height 1 63-Heightht
Configuration Width
a a a
Reinf.Leel Range On) Head 8 Sill Head&Sill Head&Sig Head&Sill Head&Sill Head&Sill Head&Sill Head 8 SIII Head&SIII Head&Sill Head&Sill Head 8 Sill
R4 a a a a a a a a a
Anchor Group A Anchor Group C PRODUCT REVISED
35-14' 11.391-11.391 1+p+0+C2+1 2 1+C2+0+C2+1 21+C2+0+C2+1 3 1+C2+O+C2+1 41+C2+0+C2+1 4 1+C2+0+C2+1 4 r,,"MPIYie8withdre Flor7&i
Building Cade l
38' Y%-Ya 12.308-12.308 1+C2+D+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 A=Ptm.N"I&C-oT/Y•�7o�
45-118'
Y-yx-y, 11.391-13.397 1+C2+O+p+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 a E•-iraiioa Dade I�L
-y-Ya 13.398-14.683 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2rp+C2+7 4 1+C2+0+C2+1 a By
-Y2-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 N.o+�+ .•+1c 9•n11"ap
47.914'
12.298-16.658 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4
Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+p+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
52-116' %-Y2-Y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+7+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
Ya-Y, 13.398-17.016 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 a 1+C2+0+C2+1 4 1+C2+0+C2+1 4 'Y
m Custom 11.391-13.397 Not Mowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y Q
Sir Y4-Y2-Y4 13.398-15.380 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 a 1+C2+1+C2+1 a 1+C2+1+C2+1 4 •- N
t j nea
�
'/3-Y3-36 15.381-18.841 1+C2+O+C2r1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4
r
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Z6 O O
7S O in p
Y4-%-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 O aio0
Y3-Ya-% 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 } IY L0
Custom 16.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 OCj
BB' -Yi-'/. 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1aC2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 w J
Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z LL W)LL
S W ~
120" Y4-Y2-Y4 -' -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U X- 6 U)
W- O� W oN
Anchor Group B Anchor Group D F-W m O -1 OMa
35-114" a J00
/a-/-Ya 11.391-11.391 1+C2+O+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 � p 0 :y m
rn Q
38' Y2-Ya-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 t+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �Z D_Z � � LU LL
45-7/B"
Y4-Y2-Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 a 1+C2+0+C2+1 a J 0
%-Y.-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 4 J t'7 I
H
47-3/4'
)i- % 11.391-12.297 1+C2+1+C2+1 2 1+C2+7+C2+1 2 1tC2+1+C2+7 3 1+C2+1+C2+1 4 t+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N Z 74445
Y.-Y.-Y. 12.298-16.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+p+1 4 U � J � I
Custom 11.391-12.016 1+C2+1+C2+1 2 1+f;2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q Z
r Z aia�s
i 52-1/8' Y,-Y2-Y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+p+1 4 1+C2+1+C2+1 4 ¢ O O O i
•Y Y3-%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 a 1+C2+O+C2+1 4 1+C2+0+C2+1 4 0 = N a-
m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ U Q' LO
80' %-y% 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 a 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O Q (J'
)i-%--� 15.361-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+p+p+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 =
aR1 •�sa0 sauas
Custom 11.391.13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
76' Y4-Y2-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4
Ya-Yn-Ya 79.111-2A.841 1+p+1+C2+1 2 1+C2+1+C2+1 2 HC2+1+C2+1 3 1+C2+-1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 q 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 q r
Custom 18.3110-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
98' Y4-Y2-Y4 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4114,2+3+C2+1141
- 1
Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 7+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 11+C2 a 1+C2+2+C2+1 4 1+C2+2+C2+1 4 - Illi
120' %-�-Y. -' -30.3110 1+p+3+p+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+7 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+7 4 = --
WINDOW WIDTH-59.26 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE /y/J
MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-0). 6�;.� •16 r..
Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS
Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. --
Fin"Installation 4" 4)-1/4-112-1/4"AND-1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.L{NN MILb�R'.•P.E.
IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PEN 5870.5
I
TABLE 25:
Glass Types Anchor Quantities for XOX Windows
7&8 Sash 24'Height 30"Heigh 36"Height 48'Height 54-Height 63'HeightV.,e
Height 30"Heigh 36"Heigh 48"Height 54'Heigh 63'Height
Sash Width
Configuration Range in a E Head&Sill E Heed&Sill E Head&Sill Sill E Heed&Sill E Head&Sill r Head&Sill ' Head&Sill ' Heed&Sill
Reinf.Level �) Head 8 Sill � Head 8 Sill � Heed 8 Sal ' ' 'R4 Anchor Group A AnchorGroupC PRODUCT REVISED
i + •C2+1 2 1+C2+O+C2+1 2 1+C2.0•C2+1 3 t+C2+O+C2+i 4 1+C2+0•C2+1 4 1*C2+0•C2+1 4as complying with the Florid35-1/4' }�-/�-/ 11391-11391 38' PY4-Y,Y4
12.308-12.308 •C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+i4 1+C2+0+C2+1 4 1+C2+0+C2+t 11.391-13.397 +C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4
45-1/8" 13.398-14.683 1+C2+0•C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2-0+C2+1 411.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1•C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
d7.9l4° 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2.1 4
12.298-15.558 11.391-12.016 1•C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 41+C2+1•C2.1 4E 52-118' 12.017-13.3971+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 13.398-17.018
1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2•1 4
in Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 10 Y Q
60' y._ % 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (n •�aa
h%_}S 15.381-19.841 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 111 ` r.
$' Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > �3 0 Q
[+r2
C2*2+C2+1 2 1*C2+2+C2+1 2 1+C2*2•C2+1 3 1*C2+2+C2+i 4 1+C2+2+C2+1 4 1+C2+2+C2.1 4
75" /_j�_y 13.398-19.110 O atop 0
Y,-'%-% 19.111-24.641 +1+C2+1 2 1+C2.1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2.1 4111!+C2-11+C2+11141C}9 N ^ to
Custom 18.380-19.397 C2+3+C2+1 2 1+C2+3+C2.1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2*3•C2*1 4 0 _
Y4-Y2-Y4 r C2+3+C2.11+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2.1 4 1+C3+3+C3+1 4 � m98' /.-yz-/ 19.398-24.380 Z tL LD LL W r D
Custom 24.381-30.360 C2+2•C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+13 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 2 Bj120' ''/+-J4--% -30.360 C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2*1 4 1+C3+3*C3+1 4 O U X- o (n
W Z 0 2 c0 W 'oN
Anchor Group B Anchor Group D �W m 0 v J -1 0M0
J
35-1/4' %-%-% 11.391-11.391 1+C2+O+C2•1 2 1+C2•O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2.1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 O 0 Co 00
38" %-% 12.306-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2N 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+a+0+C2+1 4 `-Z d Z P L,
%_+/z-% 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0•C2+1 4 1+C2+0+C2.1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J
45-118' - 13.398-14.683 1+C2+O+C2+1 2 1+C2+O+C2+1 2 I-C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0•C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2•0+C2+1 3 1+C2+0•C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O
%_ % 11.391-12.297 1+C2+1•C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1•C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® Z iaays
47-314' �-Yz% 12398-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O•C2+1 4 1+C2+O+C2-1 2 1+C2+0+C2+1 2 1+C2.0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 J
Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Z
t 52-1/8" + + ♦ + + + + ++ + • + + + + + + + 211+C2-1+C2+1Q Z c1o�5
- -/ 12.017-13.397 1 C2 1+C2 1 2 1 C2+1+C2 1 2 1+C2+1*C2+1 3 1 C2 1 C2 1 4 1 C2 1+C2*1 4 1•C2+1 C2 1 4 1 C2 1 C2 1 2 1*C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C@rNC2+1 4
'/ 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+t1+C2+1 4 t+C2+O+C2+1 4 1+C2+0+C2.1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0•C2+1 4 1+C2+0+C2.1 4 O = 0 to
to
Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O Q' to
110" % % 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1•C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 O Q = lY
-%-"� 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 =
Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2-1 4 alis '�saO seises
75' %.y4_y. 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2•C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2•C2+1 4 1+C2+2+C2+1 4 .til
-�-� 19.111-24.641 1+C2+1+C2+1 2 1+C2H+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4
Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3•C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2N 4 1+G2.3+C2+1 4 '�.,�.'�.. •':
96" %-Y2-Y4 119.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3•C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 '
Custom 124.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1•C2*2*C2+1 3 i+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3.2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3111-C2+ 4 1+C2.2+C2+1 4 1+C2+2+C2+1 4 -
120" %-Yi-% " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3•C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4
SEE TABLE 14 FOR DESIGN PRESSURE
MIN.SASH SIZE= -5928
WINDOWWIDTH NOTES:
6 fffc`6 i!t"
Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE ;
GtoB i° FIGURES ON SHEETS 6.8. ;1,j;•'•.;
Spacing for"Integral- P 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE,
3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. %�.;'1`..�'+••;l: ,I!
Fin"Installation 3.7" 4)'1/4-1/2-1/4-AND"1/3-1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MiLLER,P.E.
IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, REA 58705