HomeMy WebLinkAboutDesign Pressure Calculations Copy
TM
Iry
506 SW 12th Ave
WI
- - IGHTS Deerfield Beach,FL 33442
WPh.561-922-6747 NFax. 561-292-3562
Property Information Building Information
Owner: JOHN&GWYNETTE KRULISKY Wind Zone: 170 MPH.
Address: 4380 INDRIO RD Exposure Category: C
FT PIERCE,FL 34951 Minimum Building Dimension: 50 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
E_]F
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 108 59 7 34.1 -37.3
2 End 24 35 7 37.8 -50.6
............__._..._3..._.__. _.._..............._End...---._....._._........................._......4-......................_........................._._._.._.............._59....................__._..._._........................................�_............----..............._..............._ 36.1 ...............-- ....._.—_..._=47.3............---..
4 Int 48 59 7 36.1 -39.3
_.......--.._.. --.._....._ ----._.......... __.... _..._.. ...--.........------............_—._...._ ... ---.....—... ....._...._. .......
5 Int 36 35 7 37.8 -41.0
6 End 48 59 7 36.1 -47.3
7 Int 36 59 7 36.8 -40.0
8 Int 36 59 7 36.8 -40.0
Prepared in accordance with:ASCE 7-16,Chapter 30.Wind Loads-Components and Cladding.7th Edition(2020)Florida Building Code.
Page 1 of 1
WINDOW DOOR OPENING INFORMATION
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE . NUMBER + pSF ( ) (-)PSF TESTED DIMENSIONS MULLION REQ Y/N
( ) (-)PSF + PSF SIZE REQ Y/N/NA
1 Int Window 7/8"Lami 20-1103.04 55 55 34.1 -37.3 I I I x" 108x59 No No
2 End Window 7/8"Lami 20-1103.08 55 55 37.8 -50.6 53 x 77 2405 No No
3 End Window 7/8"Lami 20-1103.08 55 55 36.1 -47.3 53 x 77 48x59 No No
4 Int Window 7/8"Lami 20-1103.08 55 55 36.1 -39.3 53 x 77 48x59 No No
5 Int Window 7/8"Lami 20-1103.08 55 55 37.8 -41.0 53 x 77 3605 No No
6 End Window 7/8"Lami 20-1103.08 55 55 36.1 -47.3 53 x 77 48x59 No No
7 Int Window 7/8"Lami 20-1103.08 55 55 36.8 -40.0 53 x 77 36x59 No No
8 Int window 7/8"Lami 20-1103.08 55 55 36.8 -40.0 53 x 77 36x59 No No
a
File, Copy
MIAMi•oa�E
® �� MIAMI-DADE COUNTY
OR g��y p�p P QQ��UCT CONTROL SECTION
CODE OOe�i�PUA �B�Ei Mum SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONON�E$O ®e 1 p��r78 )315-2590 Flami,FL 33175
(786)15 2 99
BOARD AND CODE ADMINISTRATION DIVISIO a u®`BI
NOTICE OF ACCEPTANCE (NOA) (off Z www.miamidadLgov/economy
Regency Plus, Inc.
2000 Locust Gap Highway
Mt.Carmel,PA 17851
COPE:
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 includina the Hi Rh Velocitv Hurricane Zone.
DESCRIPTION: Series"Tech 5505 Vinyl'Horizontal Rolling Window(XOX)—L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.I",.sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated 10/20/2020,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E., bearing
the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and
expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product. .
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#19-0124.04,consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
MIAPt1DgaECtluwT / NOA No.20-1103.04
`rr Expiration Date: July 03,2024
Approval Date: January 21,2021
01/21/2021 Page 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA#19-0124.04)
2. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of extruded vinyl frame
horizontal sliding windows, prepared by National Certified Testing Laboratories, Test
Report No.NCTL-110-21458-1, dated 10/18/18, signed and sealed by Harold E.
Rupp, P.E. (Submitted under NOA#19-0124.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#19-0124.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol®
Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their
"White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-61h Edition (2017), and of no
financial interest, dated 01/18/2019, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA#19-0124.04)
G. OTHERS
1. None.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.04
Expiration Date: July 03,2024
Approval Date: January 21,2021
E-1
Re2encv Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated
10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by
Robert James Amoruso, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol®
Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their
"White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-7th Edition (2020), and of no
financial interest, dated 10/20/2020, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-1024.04, issued to Regency Plus, Inc. for their Series
"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I., approved on
07/03/19 and expiring on 07/03/24.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.04
Expiration Date: July 03,2024
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC.
SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW g
LARGE MISSILE IMPACT RESISTANT
NOTES: INSTALLATION ANCHORAGE DETAILS
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a a
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ¢
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 m
o m
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-21458-1,DATED 10/18/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK.PA,SIGNED AND SLED BY HAROLD o EA N �'
E.RUPP,FLORIDA P.E. Z g a O
� o lY
S. MATERIAL: X a o
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER THE CURRENT MIAMI-DADE NOA.
5.2. . REINFORCEMENT: . Q i
5,2.1. GALVANIZED STEEL BAR(0.72-X 0.355".Fy=3050 ksl 8 Fu=37.5-68.7 ksl)-ACTIVE STILES 3
5.2.2. GALVANIZED STEEL CHANNEL(0.73'X 0.434'X 0.060-THICK,Fy=3050 ksl 8 Fu=37.5-68.7 ksl)-RAILS AND FIXED MEETING STILE. V=m—
52-3, GALVANIZED STEEL TUBE(0.935'X 0.73-X 0.060'THICK,Fy=30-50 ksl B Fu=37.5-68.7 ksl)-FIXED MEETING STILE Z= rn > F
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER THE CURRENT MIAMI-DADE NOA. J 0.n. W Z
6, GLAZING; a¢�LU rOd O
6.1. GLAZING DETAIL AS TESTED: U a~1 Z
8.1.1. OVERALL:71W NOMINAL INSULATING LAMINATED CLASS. W U 2=
GLASS THICKNESS:(1)LITE OF 118'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR 00
V
6.1.3. LAMINATED LITE:(2)LITES OF 1/B'NOMINAL ANNEALED GLASS SEPARATED BY A 0.090'TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. c F Z
6.1.4. SPACER TYPEISIZE:CARDINAL XL EDGE 7/16'STAINLESS STEEL SPACER(TYPE SS-D). o 2 5
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX'552'BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N n
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET n B
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. _
6.3. AS TESTED GLAZING MEETS ASTM E130D-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. r
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w
w
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. ur
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2'MINIMUM EDGE DISTANCE AND 1'MINIMUM EMBEDMENT INTO
MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+1-1'TOLERANCE; Robert J.Amoroso,P.E.
HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Florida P.E.No.49752
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 1 jpMES q ��4
10.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE .... .$ENS•-9�L
0. 2•.:G�.
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1'TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. .O
10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER.LOCATENo 49 52
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1'TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. C q it
0
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE yp�'tu STATE$
DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+!-1'TOLERANCE. �
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING ���i7SiONA�� ;;�•`
TABLE OF CONTENTS
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS SHEET DESCRIPTION
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 1 NOTES
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION 8 ANCHOR LOCATION
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF PRODUCT REVISED
13A. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0428"),Fy=33KSI 1 Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS as eom rylny with the Florida
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Building Cada
14, APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. NOMto. 20-1103.04
14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX. 5 HORIZONTAL INSTALLATION DETAILS d DoOgn Group,LLC
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. Explrotlon Data 07/03/2024 PTC Prouct DETAILS CONSTRUCTION 6 PO B.520775
14.2. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2, y�y;] Longwood,FL 327520775
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX, 7 8 8 BILL OF MATERIALS By 32"90.1788 Info®pto-c .mm
14A. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED Miami-Dade Product Control FBPE Certlfkete of Authurlmdon
DUE TO THE LOWER FRAME WIDTH.
9 COMPONENTS No.25935
rc
28'""MAX.
32"MAX. DLO WIDTH
ACTIVE 41"MAX.DLO
PANEL WIDTH B B g
WIDTH 3 4 ;9 kLL
OR
ESIGN PRESSURE RATING(PSF) IMPACT RATING a
LARGE MISSILE tl w
5 / / $c_
+55.0/-55.0 IMPACT
POO
D5 U' = NOTES:
C 1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/8"
ram W _ V Copy _ W 2. DAYLIGHT OPENING(DLO)SIZE: m o
LO = 5 X/ Q r•O /` 5 m O 2.1. ACTIVE.:28-3/4"X 56518" g w o
U to J F fn,J 2.2. FIXED:41"X 57-1/2" ZaT4�1
0 5 / LL 3. WEEP HOLE SIZE AND LOCATIONS i .
3.1. INTERIOR SILL INSERT QN
3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH 60
NOTCH ¢ i
3.1.2. LOCATION:EACH END AND f j=�5 O
31.5")FROM EACH END OF THE ?t7¢ o m z
INTERIOR SILL INSERT vi=
A A 3.2. EXTERIOR SILL TRACK J 4 a z 3.2.1. 0.75"WIDE BY 025"HIGH NOTCH a L7 w N
3 4 3.2.2. LOCATION:EACH END OF THE L�j 2 o ao
EXTERIOR SILL TRACK Z�a x z
111"MAX.FRAME WIDT 3.3. INTERIOR SILL TRACK (3O U J
W J F}z
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER 0 8 2 S 2
EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 32.5"FROM N o S
EACH END AND MIDSPAN OF THE w 1
11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK W
10"MAX. 3.4. EXTERIOR SILL TRACK
9"MAX TYP. - 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH V)
3.42. LOCATION:EACH END OF THE
EXTERIOR SILL TRACK N
r 3.5. EXTERIOR SILL FACE
T 3.5,1. SIZE:1.25"WIDE BY 0.25"HIGH WITH
PLASTIC WEEP COVER Robert J,Arnoruso,P,E.
3.5.2. LOCATION:3"FROM EACH END OF Florida P.E No.49752
THE EXTERIOR SILL FACE Jpntflttr-4 .
13"MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. �►�d'(IPME$.q qi
`4eC1. No 9752'.
X A
/ O / X / � :ySTATE'B� .ate
R,bp,•
10
PRODUCT REVISED
3"MAX.TYP. �"�' 4"MAX•TYP. NOTES: as complylny with the Florida
1. HEAD AND SILL ANCHORAGE THE SAME. Building Coda
9"MAX.TYP. 6"MAX.TYP. 2. +/-1"TOLERANCE ON ANCHOR LOCATION. NOA-No. 20-1103.04
2.1. TAPCON MINIMUM SPACING IS V OC. pTC Product Deslen Group,LLC
9"MAX.TYP. 2.2. WOOD AND TAPPING SCREW MINIMUM Expiration Data 07/03/2024 p0 Boz 520775
SPACING IS 2'OC, f"• Longwood,FL 32752-0775
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW By 321-090.1788 Info@Pto- rp.eom
Miami-0ads Product Contra FBPE CarSfioate of Authorization
EXTERIOR VIEW-ANCHORAGE No.25935
PROPERLY SECURED 1X 13 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1)
(SEE NOTE 3, SHT. 1) #14 WS: 1" MIN. EDGE DIST.
i 1 1/2" MIN. #12 WS: 7/8" MIN. EDGE DIST. g
WOOD BUCK PROTECTION EDGE DIST. 2X WOOD a
BY OTHERS (SEE NOTE BY OTHERS o
3, SHEET 1) ?+_ od' a v SHEATHING (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS ` .a, w o
BY OTHERS
(SEE NOTE 2, SHT. 1) %•s o v 1 1/2" MIN. ;L
EMBEDMENT 14 WS: 1 1 2" MIN. EMBEDMENT ¢o
EXTERIOR FINISH # /
v 12 WS: 1 3 8" MIN. EMBEDMENT
/ BY OTHERS # /
1 4" MAX. a �0 8
:_;L.,I J i• SHIM SPACE
1/4" MAX.
EXTERIOR
FINISH q SHIM SPACEBY OTHERS <
1 NINE
PERIMETER CAULK
BY OTHERS I I a2 PERIMETER CAULK q 21 ' m
I L BY OTHERS Qo 3 m g
1 Ln•J —'� 32 z J LLO
19 4 1 B
$
2 16 15 19 4 Q F
10 2 16 15 U=M 00
Zi Z
10 ?V` �rn0 Q
y=Q F-'m� Z
CB) VERTICAL SECTION a g o g
CONCRETE SUBSTRATE INTERIOR W N Q
WINDOW EXTERIOR OPERABLE PANEL SHOWN, INTERIOR EXTERIOR VERTICAL S
B F,C T ION En a
HEIGHT FIXED SIMMAR wooD sUBsIRATE WINDOW tz Z Q=z
OPERABLE PANEL SHOWN, HEIGHT V. O F U
FIXED SIMILAR W J
15 4 15 4 c�i o W
16 27 ANCHOR—TO—SUBSTRATE 16 27 m 1
t0 6 EDGE DISTANCES ARE 70 6
2 TYPICAL AND 2 O
7s 21 MEASURED TO BOTH 19 21
SIDES OF SUBSTRATE I W
1 n 32 6 1 n 32 6 m
LJ 22 u 22
PERIMETER CAULK Robert J.Amomso,P.E.
BY OTHERS Florida P.E No.49752
QE3 �D � IAMES 4`� �
24 1 4" MAX. 24 �+—I 1 4" MAX. t Qt '�,0
SHIM SPACE SHIM SPACE
PERIMETER CAULK 'tea. Na 49 52 r4'
EXTERIOR FINISH %t:''++✓% BY OTHERS
BY OTHERS .^`:%'%�: PROPERLY SECURED 1X WOOD BUCK
CONCRETE BY OTHERS 11 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) I fps; 5TA7E O �,w
(SEE NOTE 2, SHT. 1) `;, EMBEDMENT ' #14 WS: 1 1/2" MIN. EMBEDMENT
EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT
WOOD BUCK PROTECTION ^? �4.•n o BY OTHERS + +igmMu.ptt.
BY OTHERS (SEE NOTE 3,
SHEET 1) 1EDGE DST. SHEATHING 2X WOOD
BY OTHERS BY OTHERS
PROPERLY SECURED 1X 1/4" ITW TAPCON 13 . \—(SEE NOTE 2, SHT. 1)
WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
(SEE NOTE 3, SHT. 1) #12 WS: 7/8" MIN. EDGE DIST. PRODUCT REVISED
#12 OR #14 WOOD SCREW as compWin with the Florida
VERTICAL SECTION INSTALLATION ANCHOR 72 Building a NDA-Na. 20-1103.04
A CONCRETE SUBSTRATE A Expiration Data 07/03/2024 PTC Product Design Group,LLC
OPERABLE PANEL SHOWN, VERTICAL SECTION PO Box 520775
WOOD SUBSTRATE . Longwood,FL 32752-0775
,,
FIXED SIMILAR OPERABLE PANEL SHOWN, By 321E90.1799 In(o0plc-corp.com
FIXED SIMILAR Miami-Dade Product Control FBPE Certificate of Authorization
No.25935
1
� m
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
#14 SHEET METAL Y8 1.1. WOOD FRAMING, o a
SCREW/SELF—DRILLING SCREW 12 STEEL STUD FRAMING, 4
INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND C
1.4. CONCRETE AND/OR MASONRY. x m
METAL SUBSTRATE
BY OTHERS 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY w F$
(SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF &
EXTERIOR FINISH RECORD. 0 ¢o
BY OTHERS 3/4" MIN. 3 THREADS MIN. n aE B
EDGE DIST. EMBEDMENT BEYOND 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X w
!t(: BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS
` (TYP.) INTERIOR WALL TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH
••- APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF ¢
1/4" MAX. RECORD.
NINE
—SHIM SPACE
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1l16.OR GREATER OCCURS.MAXIMUM
,' ALLOWABLE SHIM STACK TO BE 1/4'. W m
n m
PERIMETER CAULK 41 5. FORANCHORING INTO B114".CONCRETEIMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT 8 Z y LL
BY OTHERS QQp INTO CONCRETE WITH i 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATE z a Ja Fa
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR En
32 LOCATIONS HAVE+/.I"TOLERANCE. Rea
�.
1 ^ B 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: T RU'
Iu) 6.1. 072 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVER 1 3l8°MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7I8°MINIMUM Q ED
Z_
19 4 EDGE DISTANCEAND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND tj rn p
INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1'TOLERANCE. Z U, W N ¢ 6j
15 6.2. 014 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1°MINIMUM U F Q
2 16 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND �0-d „ Z
10 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. a C)W O W N
7. FOR ANCHORING INTO METAL STRUCTURE USE N14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO U I.-
� 0
INTERIOR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR w U 2=ZO
EXTERIOR B VERTICAL SECTION SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+!-1" 17 U U F
k1ETAL SUBSTRATE WINDOW TOLERANCE. IL F;
OPERABLE PANEL SHOWN, HEIGHT
FDMD SIMILAR 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N o H
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. Qe
15 4 UQ
10 18 27 B ANCHOR—TO—SUBSTRATE m U
2 EDGE DISTANCES ARE R w
19 21 TYPICAL AND 7/8" O.A. LAMINATED GLASS N j
MEASURED TO BOTH CONSISTING OF: EXTERIOR LAMINATED " �w
SIDES OF SUBSTRAT
1 n 32 6 15 GLASS — (2) NOMINAL 1/B"
22 ILJI ANNEALED GLASS W/ 0.090"
KURARAY AMERICA INC. TROSIFOL RahertJ P.E.No.o,P.E.
1 Florida .E.No.49752
STAININTERLESS EEL AIRSPACE W/ ♦d♦t��j S,7t�7i�
STAINLESS STEEL SPACER TYPE 1/2" GLASS ♦ i
0 SS—D), INTERIOR 1/8" TEMPERED BITE ,♦��Q'S, GEN$'�D'4�
GLASS .'a4,.'4 E'•;DGd,.�
24 1/4° MAX. EXTERIOR EXTERIOR 15
SHIM SPACE 26 :A
15 / 26 l
16 S-S I ;
PERIMETER CAULK 2 .�: STATE$ i
BY OTHERSr 39 17 \ INTERIOR `qF iflP:O���
3 4" MIN. 3 THREADS MIN. 1 2" INTERIOR ` ......, QNAo ?♦♦♦♦
EDGE DIST.—� EMBEDMENT BEYOND GLASS BITE I I I
?' (TYP.) INTERIOR WALL
EXTERIOR FINISH ti: 16 1
BY OTHERS METAL SUBSTRATE \
#14 SHEET METAL BY OTHERS 1 27 18 4
SCREW/SELF—DRILLING SCREW (SEE NOTE 2, SHT. 1) 27 PRODUCT REVISED
INSTALLATION ANCHOR 28 as compWing with the Florida
-� Dulldlnp Code
GLAZING DETAIL 1 Noa-No. 20-1103.0a
A VERTICAL SECTION GLAZING DETAIL 2 PTC Product Dadgn Group,LLC
NIETAL SUBSTRATE FIXED LITE OPERABLE LITE Expiration Date 07103/2024 PO Box 520775
OPERABLE PANEL.SHOWN, r Longwood,FL 32752-0775
FIXED SIMILAR OX +-" 321 690-1788 in1ouPtc-corP.00.
Nllaml-0ads Product Control FBPE Cer55eote of Authoraat0n
No.25935
� m
1/4" MAX. SHIM SPACE
SHIM AS
1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT — CONCRETE d
1" MIN. EMBEDMENT — MASONRY "� o
#14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE i3 K LL
#12 WS: 1 3/8" MIN. EMBEDMENT 1 7 8 3 18 fQe 18 3 6 7 1 1/4" ITW TAPCON INSTALLATION ANCHOR w o2
2X WOOD FRAME BY OTHERS P1 n 21 0 ¢22
(SEE NOTE 2, SHT. 1) II V 1 1/2"" MIN. EDGE DISTANCE - CONC. a �a
#12 OR #14 WOOD SCREW 12 LLu11 e B p 2" MIN. EDGE DISTANCE - MASONRY w
INSTALLATION ANCHOR .1]
15 is V�S—CONCRETE OR MASONRY aI Wool
o
#14 WS: 1" MIN. EDGE DIST. C .a BY OTHERS
#12 WS: 7/8" MIN. EDGE DIST. 21 21 V (SEE NOTE 2, SHT. 1)
32 32
3 m o 0
PROPERLY SECURED 1X WOOD BUCK
° ° V a' BY OTHERS (SEE NOTE 3, SHT. 1) z a �''
PROPERLY SECURED 1X WOOD BUCK �. .,,...r;rs 5 5
BY OTHERS (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION BY o�S
OTHERS (SEE NOTE 3, SHEET 1) r F
SHEATHING c9..,3°.x4 ¢ w
BY OTHERS 10B EXTERIOR 10B U=m o cl
EXTERIOR FINISH ?O n y p ¢ F ¢
EXTERIOR FINISHJ PERIMETER CAULK PERIMETER CAULK BY OTHERS rIi=¢ r m�a i
BY OTHERS BY OTHERS BY OTHERS a a o
&HORIZONTAL SECTION �'~" o z
WOOD FRAME SUBSTRATE ANCHOR-TO-SUBSTRATE D HORIZONTAL SECTION w v<=
(OPERABLE PANEL SHOWN, EDGE DISTANCES ARE CONCRETE/MASONRY Wpr z�
FDMD PANEL SIMILAR FOR OX) TYPICAL AND SUBSTRATE o F-—Z
MEASURED TO BOTH ((OPERABLE PANEL SHOWN, o N O
SIDES OF SUBSTRATE FDMD PANEL SIMILAR FOR OX) N
O
1/4" MAX. SHIM SPACE- X
SHIM AS
REQUIRED INTERIOR w
� w
28 #14 SHEET METAL
1e 3 8 7 1 SCREW/SELF-DRILLING SCREW tt s 2 1a to a
(j 21 INSTALLATION ANCHOR F
ILII Robert J.Amomeo,P.E.
8 Florida P.E.No.49752
3/4" MIN.
EDGE DIST. (TYP.) 23 t+ jNME&rt'14���
15 32 �21 4
4t No V@�52 tNP
3 THREADS MIN. 17 3w; i 'k:•.
21 EMBEDMENT BEYOND INTERIOR WALL Q° 33 -p'�t , Z `
32 METAL SUBSTRATE BY OTHERS �9, 57ATE$k
° (SEE NOTE 2, SHT. 1) 2e
5 Ua .! L� 32 ��hONA„pi+�
t�
OB 15 1B 18 25 10
EXTERIOR FINISH
PERIMETER CAULK BY OTHERS EXTERIOR
BY OTHERS' PRODUCT REVISED
F HORIZONTAL SECTION as o pWin with the Florida
20-1103.04
E HORIZONTAL SECTION Expiration Data 07/03/2024 PTC Product
Dedon Group,LLC
D 520775
METAL SUBSTRATE
(OPERABLE PANEL SHOWN, By 321690-788 nrogOSto-oorPsom
FIXED PANEL SIMILAR FOR OX) Mlam4-Dado Product Control FBPE Certificate of Authadxe8on
No.25935
18 d
m
O W a
� 0� o az
a oa
�c
1 a �
3.5 1
00.198 00.626 n
LJ
075 1 z a o
m
8 x 3.5 5/8' z 0.075' Rn
Phillips Pan 3 1 Washer O0� V ¢ z
City. = 2 per Connection Qty. = 2 per Connection o
uj
L�C]0�
���Y/// Sa�o o 2!
�aa z �
a6�o- `g K
FIXED MEETING RAIL TO FRAME DETAIL L).R,
1Zu(=j<m
WELDED MITERED Z
CORNER CONSTRUCTION NU
� 1 U
1
W
W
NULL
F
Robert J.Antamee,P.E.
Florida P.E No.49752
O 1 ,,J`�'jAME8 agy'�i
00•'-•�. F's�Jr
. „'�7 No 44 52 '•03
pp S;
PRODUCT REVISED
as complylny with tho Florida
Building Cods
NOA-No. 20-1103.04
CORNER DETAIL Expiration e.:.on P
osizo2a PTC Product Design Group,LLC
C Box 520775
Longwood,FL 32752-0775
BY 321-690-1708 into@pbcorp.com
Mllalni-Dado Product Contra FBPE Certificate of Authoriza5on
No.25935
Series Tech 5505 XOX 3-Llte Impact Slider/Bill of Material
Item No. Descripdon Part Numbers Supplier Material(Notes)
1 Master Frame(W&H) IV White 106017720 Energi I Royal White PVC(2) o
2 Sash Frame(Operating Sash)1 Vents W&H) (V White 126217750 Energi/Royal White PVC 2 8
3 Glazing Liftrail Handle(Operating Sash)/Vents H) N White 1068/7747 Energi/Ro I White PVC(2 LL
4 Glazing Bead Stop Operating Sash !Vents H IV White 1067 1774 5 Energi/Royal Whlte PVC(2) $ o
5 Pocket Cover Heights/Vents(H) M While 107317739 Energi/Royal White PVC 2) a E
6 Pocket Cover Heights I Vents(W) IV White 107317724 Energi I Royal White PVC{2) =w
6 Pocket Cover Heights/(W) M White 107317724 Energi/Royal While PVC(2)
7 Sash Cover(Operating Sash)/Vents(H) IV White 107817725 Energi./Royal White PVC(2)
8 Operating Sash(W)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv,(1)
8 Impost Mullion H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv,(1
9 Interlock Cover(Operating Sash)I Vents(H) M White 118017727 Energi/Royal g N LL
10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum z ?
10B Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum o
Safe Seal Lock 3220SM03-EW Vision Industries } 0
e
1 Safe Seal Keeper 8292A-003-EW Vision Industries 3 s
12 N12 or#14 Wood Screw(WS)(Mstallation Screw) n/a rVa Steel ?��y¢ ;� F a
13 1/4"Advanced Threadform Tapeon(Installation Screw rVa rrW Steel J s a W z
14 Operating Sash=Lock Side(H)Reinforcement — 61 5 24 2-1 20_Solid Jaseph Fazzio Steel -i Solid Bar Galv.(1) --- a 0
15 718"O.A.Insulating Glass(See Glazing Detail on Sheet4) Hurricane Laminate Impact Cardinal w U a=o
16 Wet Glaze(OperatingSash)I(Fixed Center Section) 562 Sikaflex Black Sika US a o >J
17A PW GlazingBead Fixed Center Section (H M White 108017763 Energi/Ro al g s m
17B PW Glaang Bead(Fixed Center Section)(W) IV White 110317726 Energi I Royal N 1
18 Impost Mullion(Fixed Center Section)(H) IV White 1063/7735 Energi I Royal I
19 Sash Stop Frame Cover I Vents(W) M White 107017736 Energi/Ro al N
20 Pocket Insert/Center Section PW IV While 1079/7737 Energi/Royal W
210 x,300 Fin Seal Pocket Cover(W)/1073/7724 W23303NW0000 Ultra-Fab .
,210 x.300 Fin Seal Pocket Cover(H)1107317724 W23303NW0000 Ultra-Fab- p
__._-....____.._... -.... -._..__._._.._.. .. — _ ——.._.__..._....._.__..._.... — _._.._.._ ._.......__........ _........ --...---..__... ---- ----- ---......_.._ .__................ — --.......
,210 x.300 Fin Seal Im osl Mullion H 1 1 063 1 7735 W23303NW0000 Ultra-Fab RahenJ.A.....,P.E.
.187 x,300 Fin Seal Interlock Cover(H)l 1180/7727 W2330INW0000 Ultra-Fab Florida P.E.No.49752
++t1llaryr6
21 .187 x,300 Fin Sea]Interlock Cover(Top/Blocks)/1180 f 7727 W23301NW0000 Ultra-Fab
+1A�ES Ayo�,
,187 x.300 Fin Seal Sash Frame(H)/128217750 J Energi W2330INW0000 Ultra-Fab — ,per` ,�;°EN3�.ti9GN8
r: Plo as 52 0
.187x,300FinSeal Sash Frame(W)/1 282/7750 1ExteriorTop W2330INW0000 Ultra-Fab
210 x.220 Fin Seal Sash Frame(W)1128217760/Exterior 8ase W23223NW0000 Ultra-Fab =
,270 x 220 Fin Seal Sash Frame(H)J Single Leg Screen Frame W112257W0000 Ultra-Fab °r:ter Qn,ov era;
S.ONALN++.
+�nunm`a
PRODUCT REVISED
as Complylny with the Florida
Bulldlnp Codi
Now-r,o. 20-1103.04
Expiration Deto 07/03/2024 PTC Pro PO PO 520775 up,LLC
Longwood,FL 32752-0775
By �" 32"90.1788 Info®Pb—P.00m
MlamlDade product Control FBPE CefSfimte of Authuro:adon
N.25935
Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material (Continued)
Item No, Description Part Numbers Supplier Material Notes
22 Stainless Steel Ball Beading Rollers WR03-R3 Product Design o
23 Hurricane Tilt Latch 1057A-003-EW Vision Industries Steel-Zinc Coated(3) d
25 Impost Mullion(H)Reinforcement ST-888-168-0,062 Hygrade Metals .060"Galy,(1) kLL
b
26 ENDUR IG withXL Edge SS Spacer SS-D TYPE n/a Cardinal Stainless Steel W o
Glass Setting Blocks Sash(W)Top/Sash(H) 2NB-8K-0,125-032-064 Frank Lowe Neeprena W 70 to 90 Shore A Durometer a o t Is
27 Glass SettiN Blocks Fixed(WLBase 2NB-8K-0.125-032-064 Frank Lowe Neoprono w170 to 90 Shore A_Durometer 'w
Glass Setting Blocks Sash(W)Base 2NB-8K-0.125.028-028 Frank Lowe Neoprene w/70 to 90 Shore A Durometer
28 #14 Sheet Metal or Self-Drilling Screw(Installation Screw) nfa n/a Steel
29 #6 x 1 114"Tek White/Impost Mullion Rebar(H)(Item No.8 Reinforcement) 156180 GLF Corporation
30 #8 x 3112"Phil Pan HD SMS Salt Spray/Impost Mullion(H)(2 per Connection) 120913 GLF Corporation m
31 5/8"OD x 0,194 ID X 0.075"THK Washer/Impost Mullion(Fi)(2 per Connection) 145030 GLF Corporation $ N o
32 #6 x 518"Tek/Impost Mullion Reber(H)(Item No.25 Reinforcement) 117695 GLF Corporation ?g Q. °
33 #6 x 518"Tekl Sash Rebar FI Item No.14 Reinforcement) 117595 GLF Co oration o
34 #6 x 518"Tek 1 Sash Rebar(W) Item No.8 Reinforcement) 117595 GLF Co oration > � $
35 #5 x 3/8"Tek t Screen Clips White 116506 GLF Corporation c.� o
36 #8-18 x 0.850 Flat Wafer Shoulder/Sash!Hurricane Latch 137341 GLF CorporationgR
z ^ g
37 #8 x 1 1/4"Tek White/Locks 120376 GLF Corporation MO-a w z
38 #6 x 1"Tek White/Keepers 116821 GLF Corporation U,°
39 Black Glazing Tape 1/8 x 318 x 85'(Fixed Center Section) V EN-VG-1208B I Industrial Sales w(n a=o
Misc.Screen Com onents-Not Shown in Drawing0 o�1=
LU
SCN Screen Clip Clear H-884 Product Desi n g s 00
SCN Screen Clip Clear H-3150 Product Design N
SCN Tension Springs 2584 Adept 1
SCN FibeEglass Screen Cloth Charcoal 128"x 600' 3002606 Phifer Fiberglass
SCN Screen Spline(H I W) EX-FLX-Q165-BK Imperial Plastic USA 0
SCN Aluminum Comer Keys CK252X260 Hygrade Metals wow
Misc.Components-Not Shown in Drawing
MISC Weep Hole Cover White H-808WHZ Product Design Robert J.Amoruso,P.E.
MISC Interlock Cover(Operating Sash)/Vents(H) HH-66 Vinyl Cement RH Products FWdo P.E.No.49752
`stspus,rttpr7
MISC Liftrail End Caps While 00156-0001 S.I.L.Plastic
MISC Stainless Steel Sta les 3/8 x V2 Sash(N! BEA 80/10 Smith Sta le ,01� s°;4r
47 'No d9 62 p2
MISC 30PP12-18P50-9/16 X1 318 X 3 Foam Block W0511022 Lirxtenmeyr
MISC Hurricane Grade Spring GS025 James Spring Wire
9•. STATES• w�,
MISC Accesso Parts Installation Translucent 02-MX0150010C2 Nova and SlLcor►as
�Y .__...._..___.._...... ___.-----_---- __ __ _ ___a; _..._._.._�_ .__...__.__.._...____-___. ..._..�-_ ._ ;o
W -Width;(H)-Height;Defines Component Location .....
Notes:
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized
(2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER THE CURRENT MD NOA.
3 HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. PRODUCT REVISED
as comp with tho Florida
Big
lldln9 Codo
r,oA-no. 20-1103.04
Expiration Data 07/03/2024 PTC Product Design Group,LLC
PO Box 520T75
By Longwood,FL 32752-0775
Miami-Dada product Control 321-090-1788 InloOptc-corp.com
FBPE Cerbficab of Authorization
No.25935
Oi MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE m
WHITE RIGID PVC
WHITE RIGID PVC 0 GLAZING STOP W/HANDLE WHITE RIGID PVC
0.070"THK.
0.070"THK. WHITE RIGID PVC 0.055"THK. �
o
0.055"THK. 0.312 m
d
4.17 1.656 -T 0.872 P� 0.8+72 D =m
U 1.00
n _f 0.366-�
ILJS -►� 1.071 0 �z ii
ff�� 1.530 a a E
2.73 I I Qi SASH COVER GLAZING STOP-FIXED LITE 1s SASH STOP/FRAME COVER =W
Q 1 40 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC
III 0.065"THK. 0.060"THK. 0.070"THK. 0.050"THK.
0.298 �_ �_ 1- -CO 313 $j
0.518 0.552 0.538 0.552 3 m o m
LL
s a
71350� 1.031 1.031 1.638 ..�
7® 17
O POCKET COVER OPOCKET COVER ¢ z
20 POCKET INSERT 3�,s
(EXT.TRACK) (INT.TRACK) FIXED PANEL 23 TILT LATCH ^N ..a
WHITE RIGID PVC WHITE RIGID PVC 0.69T' rn=¢ z m z
0.070"THK. WHITE RIGID PVC STEEL-ZINC COATED =a a w I
0.070"THK. 0.070"THK. 0.176" 0.323" n.o w o Z
Uu),Wa
0.345" 0.205" w U<=O
0.825 02 ,0
I � :zz
0.85 0.377" . g 5
0.850 o.7os'
��_ 0.166' N $ 1
1.0857 1.133 0.37T'
-1.857 1.906" 2.260"
5.622" w
O INTERLOCK COVER 0 REINFORCEMENT o•�9" O W
WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL i I-O 0.803" 1.067" 0 �
0.075"THK. GALV.STEEL TUBE 1 012„ 0 709" Robert J.Amo Aso,P.E.
0.050"THICK N.M.P.E.No.49752
Fy=30-50 KSI 0.434
-� Fu=37.5-68.7 KSI �ta+�`tjp1AE3 r��;
0.915 0.730 0.15T' 4.•`CEMg=•.Op'�
�1.692 No 49 GG52
REINFORCEMENT 25
QREINFORCEMENT 1a FIXED MEETING RAIL ® O
ACTIVE STILES FIXED MEETING RAIL (IMPOST MULLION) o SCREEN FRAME toe SCREEN FRAME
GALV.STEEL BAR ALUMINUM ALUMINUM
Fy=30-50 KSI GALV.STEEL TUBE WHITE RIGID PVC 0.040"THK. 0.040"THK.
Fu==30-66.7 KSI 0.060"THICK 0.066"f==E-
Fy= .5-50 KSI 0.410Fu==30-6a.7 KSI TI 0.410 PRODUCT REVISED
I as c•' . * 0-110ith the Florida
.042.211 ButldlnpCCadd•1.463 ❑ NOA-No. 20-1103.04
0.730 1.4 33 Expiration Data0710312D24
�_.�••> PTC Product Design Group,LLC
.w PO Box 520775
0.355 6y 32-0775
216B0"1788 nfo®pFL 5xo peom
0.935 MIRM"ad•Produot Control
2.Oa0 FBPE Ce 5fice a of Au ho zati�n
No.25935