HomeMy WebLinkAboutAPPROVED SGD NOA FL30505.1 iYl 0`2 -
Professional ' . � d
r
BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search
bpr
Product Approval` USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
OFFICE OF THE FL# FL30505-RO
SFCRETARY
Application Type New
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Shwinco Architectural Products, LLC
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334) 556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334) 556-1000
engineering@shwinco.com
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334) 556-1000
engineering@shwinco.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886-2013a 13a
ASTM E1996-2014a 14a
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL30505 RO Equiv EERNo2612 RevO 9700 SGD ss.pdf
Product Approval Method Method 1 Option A
Date Submitted 10/04/2019
Date Validated 10/07/2019
Date Pending FBC Approval
Date Approved 10/11/2019
Date Revised 09/27/2020
Summary of Products
FL# Model,Number or Name Description
30505.1 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX-A-XXXO), DP = 50 psf
Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL30505 RO C CAC NIO14461 OXXX-A-XXXO.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2023
Design Pressure: +50/-50 Installation Instructions
Other: Envelopes OXX-A-XXO(3-Track),OX- FL30505 RO II SHW0003 RevO Series 9700 SGD OXXXAXXXO HVHZ ss.pdf
A-XO(2-Track), OX-A-O(2-Track),O-A-XO(2- Verified By: Robert J.Amoruso, P.E. FL P.E. No.49752
Track) Created by Independent Third Party: Yes
Evaluation Reports
FL30505 RO AE PERNo2612 RevO 9700 SGD ss.pdf
Created by Independent Third Party: Yes
30505.2 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX,XXXO), DP= 50 psf
Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL30505 RO C CAC NIO14461.01 OXXXX-PVB.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2023
Design Pressure: +50/-50 Installation Instructions
Other: Envelopes OXXX&XXXO(4-Track), FL30505 RO II SHW0004 RevO Series 9700 SGD OXXX HVHZ ss.pdf
OXX&XXO(3-Track)and OX&XO(2-Track). Verified By: Robert J.Amoruso, P.E. FL P.E. No. 49752
Laminated glass using 0.090 Saflex PVB By Created by Independent Third Party: Yes
Eastman Chemical. Evaluation Reports
FL30505 RO AE PERNo2612 RevO 9700 SGD ss.pdf
Created by Independent Third Party: Yes
30505.3 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX,XXXO), DP = 65 psf
Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL30505 RO C CAC NIO14461.02 OXXX-Van.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2023
Design Pressure: +65/-65 Installation Instructions
Other: Envelopes OXXX&XXXO(4-Track), FL30505 RO II SHW0004 RevO Series 9700 SGD OXXX HVHZ ss.pdf
OXX&XXO(3-Track)and OX&XO(2-Track). Verified By: Robert J.Amoruso, P.E. FL P.E. No.49752
Laminated glass using 0.075 Vanceva By Created by Independent Third Party: Yes
Eastman Chemical. Evaluation Reports
FL30505 RO AE PERNo2612 RevO 9700 SGD ss.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® cl
Credit Card
Safe
SHWINCO ARCHITECTURAL PRODUCTS, LLC
SERIES 9700 VINYL SLIDING GLASS DOOR — Z Lu
co
INSTALLATION NOTES: INSTALLATION ANCHORAGE DETAILS
1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN it Z
THIS PRODUCT EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE GENERAL NOTES: U o
DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO W
STUCCO, FOAM, BRICK VENEER AND SIDING. 1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).THIS PRODUCT CAN BE USED IN THE HIGH D o
2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE VELOCITY HURRICANE ZONE(HVHZ). t1
OF ANCHOR,AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS, 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED UL TEST REPORT NO.SV31355-20190517-REPORT-B&
INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE SV31355-20190517-REPORT-C AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES. w
AND MINIMUM EDGE DISTANCES. 2.1. PERFORMANCE STANDARDS USED IN TESTING FOR HVHZ LOCATIONS WERE TAS 201-94,TAS 202-94 AND TAS 203-94. Of
2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF 2.2. PERFORMANCE STANDARDS USED IN TESTING FOR NON-HVHZ LOCATIONS WERE AAMA/WDMA/CSA 101/I.S.2/A440-11,ASTM E1886-13a,AND ASTM E1996-14a.
ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE
INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. U)
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM v o
2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN z rn
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL w
WIND FORCE RESISTING SYSTEM SUBSTRATE. o
ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. z `6 o O
2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION J = O w 0 cf)
RESISTANT MATERIAL OR HAVE A CORRISION RESISTANT COATING. O
4. 1 X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND J = LL
INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF H O < W
3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A U J o
RECORD FOR THE PROJECT OF INSTALLATION.
DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA O m
BUILDING CODE. O Q m o �
5. THE PRODUCT SHOWN HEREIN WAS TESTED WITH IMPACT PROTECTIVE GLAZING SHOWN IN DETAIL A AND B ON SHEET 11 FOR LARGE MISSILE IMPACT(SMALL = o cn xs w
MISSILE IMPACT ENVELOPED) IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ).WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION a r^ Q U) Q Z
4. DISSIMILAR MATERIALS INCLUDING FASTENERS THAT MAY COME INTO V^ � J w O
REQUIREMENTS EXIST,THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION. Q ' ' r^ O � m Z
CONTACT SHALL HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT oc u __j (D O Z
EDITION OF THE FLORIDA BUILDING CODE. > > Q z z a a
6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED U w z z o it
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. uj U) Q -J O o 5. INSTALLATION DETAILS = J F
5.1. SEE SHEETS 3 AND 4 FOR ELEVATION DETAILS. _ p z o
7. MATERIALS v ,1
5.2. SEE SHEETS 5 THROUGH 8 FOR SECTION VIEWS OF SPECIFIC ANCHOR > Q
7.1. FRAME MATERIAL: EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED PER MIAMI-DADE NOA NO. 18-1108.09, 18-1108.10 OR 18-1108.11 OR cc ,� o
INSTALLATION DETAILS. o U)
CURRENT/LATER NOA. O
5.3. SEE SHEET 9 FOR GLAZING DETAILS. V — °
7.2. LAMINATED GLAZING INTERLAYER: EASTMAN CHEMICAL CO.SAFLEX PVB AND VANCEVA PER APPROVED MIAMI-DADE NOTICE OF ACCEPTANCE(NOA)NO. a LL
17-0712.05. Z w w ° w
6. TWO(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION Df I— J
7.3. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04E01 AND EXCEEDS THE DESIGN PRESSURES BELOW. = w O
SHOWN IN ELEVATION DETAILS(SHEETS 3 AND 4)AT 2-TRACK, 3-TRACK AND U) Z o
4-TRACK HEAD, SILL AND JAMB EXTRUSIONS.
8. DESIGNATION"X"STANDS FOR OPERABLE PANEL AND"'O"STANDS FOR FIXED PANEL Q ^a"
6.1. EXCEPTION FOR 2-TRACK XX AND XO CONFIGURATION. 1/4"FILLET w o°z
PERIMETER BEAD OF STRUCTURAL ADHESIVE SHALL BE USED IN LIEU OF Z m��
INSTALLATION ANCHORS AT THE SILL. SEE SHEET 4 FOR MORE DETAILS. 9. INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER Lu
U O o
PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. WATER PROOFING SHALL BE THE RESPONSIBILITY OF THE INSTALLER. c9 w o a gm
BOTTOM OF SILL SHALL BE SEALED TO SUBSTRATE USING STRUCTURAL SEE INSTALLATION NOTE 2.2 ON SHEET 4 FOR STRUCTURAL ADHESIVE REQUIREMENTS FOR 2-TRACK SILL INSTALLATION. w d a oLL
SILICONE ADHESIVE.
H a
7. ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE 10.SEE SHEETS 3 AND 4,GENERAL NOTES FOR APPROVED CONFIGURATIONS.
7.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM 11.SEE SHEETS 3 AND 4 FOR DESIGN PRESSURE BASED ON GLAZING REQUIREMENTS AND ASSOCIATED ANCHOR REQUIREMENTS.
END DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.)SPACING
PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON TABLE OF CONTENTS
SHEETS ON SHEETS 3 AND 4.
7.2. END DISTANCES AND O.C.SPACING LESS THAN THAT SHOWN IN THE SHEET SHEET DESCRIPTION
ELEVATION ON SHEETS ON SHEETS 3 AND 4 ARE ACCEPTABLE. 1 GENERAL NOTES, INSTALLATION NOTES,TABLE OF CONTENTS
7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES
CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. 2 ANCHOR SCHEDULE-EMBEDMENT&EDGE DISTANCE-ANCHOR INSTALL
SPACING REQUIREMENTS.
7.4. ANCHOR QUANTITIES AND SPACING SHOWN ARE BASED ON THE LOWER 3 4-TRACK XXXX&XXXO DOOR ELEVATION-ANCHOR LAYOUT Robert J.Amoruso,P.E.
OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT I Florida P.E.No.49752
DESIGN PRESSURE. 4 2-TRACK XX&XO DOOR ELEVATION -ANCHOR LAYOUT
7.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2.
5 2, 3 AND 4-TRACK VERTICAL SECTIONS
8. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF %��� �(�{I�FS'
1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED OF WOOD 6 4-TRACK XXXX&XXXO HORIZONTAL CROSS SECTIONS ���'�..........,A,�j
COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. •�0 �,eC
7 3-TRACK XXX&XXO HORIZONTAL CROSS SECTIONS • O.
9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION • �' ° `�3752
ANCHORS INTO MORTAR JOINTS. 8 2-TRACK XX&XO HORIZONTAL CROSS SECTIONS
9 GLAZING DETAILS
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH STA. L OF �'40Z
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS 10& 11 BILL OR MATERIALS � ; A, !L••
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 0 R
MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON �i �/(�......SHEET 2. ��;PF1411l%1
INSTALLATION ANCHOR SCHEDULE
FASTENER HEAD MANUFACTURER AND/OR MIN. MIN.EDGE ANCHOR CAPACITIES BASED c,,) F
TYPE(S) FASTENER SIZE SUBSTRATE(4) FRAME COMPONENT SPECIFICATION EMBEDMENT(IN) DISTANCE(IN) ON C o
O
00
CONCRETE HEAD,SILL AND JAMBS ITW TAPCONS(1) 1-1/2 1-1/8 MIN.2500 PSI CONCRETE
NOTE A & B NOTE A & B
HEX HEAD 3/16" D D zo
STRENGTH CONFORMANCE TO O
MASONRY JAMBS ONLY ITW TAPCONS(1) 1 2 ASTM C-90,MEDIUM WEIGHT, D D W Of
(BLOCK/CMU) DENSITY>117 PCF D co
0
M� nn�yn� o
FLATHEAD No.10 WOOD HEAD,SILLANDJAMBS ANSI618.6.1(WOODSCREW)(2) 1-1/2 3/4 WOODWITHAMINIMUM � �L_ Ju `��� I�I�ulScm
Q CL
ASME B18.6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42 �---- ��
NOTES: ' , ,
Lu
1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGYTYPE. ;• r • ' "•
°
2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 0.112"PILOT HOLE(DRILL SIZE 34).
3)FORTAPPING SCREW INSTALLATION INTO WOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILLO.121"PILOTHOLE(DRILLSIZE31).
cn
4)FOR CONCRETE/CMU SUBSTRATES,1X WOOD BUCK IS OPTIONAL. Z o
SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS CONCRETE o LL
5)SEE"WOOD AND CONCRETE SCREW FRAME ANCHORAGE REQUIREMENTS"ILLUSTRATION BELOW FOR HEX HEAD CONCRETE AND FLATHEAD WOOD SCREW INSTALLATION IN VINYL EXTRUSION. APPLICABLE TO HEAD, SILL AND JAMBS. SUBSTRATE v N OO oNN z = O
U) N
NOTE A, SILL (SHOWN) -CONCRETE SUBSTRATE J = z z
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) ¢ a Of ui
2) CLEAN SURFACE OF ALL CONCRETE DUST AND OILS j O v
3) FILL PREDRILL HOLE WITH SEALANT 0 } o Z
4) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN 0 Q m cn �
Lu
5) COVER SCREW HEAD WITH SEALANT J Ln m J o ¢ Z
NOTE B, HEAD & JAMB (NOT SHOWN) -CONCRETE OR MASONRY SUBSTRATE (D z
w
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) o>c Q o o w
2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN W v, Q cn
� °�
H 2 J Z o
} LU
0 Z ❑
SUBSTRATE o 0 0
VARIES. SEE NOTE C & D Z U w
o O ❑ O o l� ANCHOR NOTE C & D LU °a LL w
SCHEDULE ON = w o
SHEET 2 FOR EDGE o� °a o `�' _ 0
REQUIREMENTS. ^a 0
DISTANCE n f l N N o z
C1rJII U wood
L 000.
D 0O }w �mou
Ld
w Z Z
J Q w a o
f a
00
o O �� WOOD
SUBSTRATE
o
� SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS
�a�oo APPLICABLE TO HEAD, SILL AND JAMBS.
NOTE C, SILL (SHOWN) -WOOD SUBSTRATE
MIN. Q 1 PREDRILL 3 16 HOLE Robert J..E.No. o,P.E.
) / Florida P.E.No.49752
EMBEDMENT 0 2) SURFACE SHOULD BE CLEAN AND OIL FREE
MIN. 3) FILL PREDRILL HOLE WITH SEALANT
EDGE o �O �� 4) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN
MIN. DI
STIANCE I�1 5) COVER SCREW HEAD WITH SEALANT `,,���I���ll��j��I
EDGE EDGE 1 LJ�o ��• �AMFS q��i,�
DISTANCE DISTANCE LL NOTE D, HEAD & JAMB NOT SHOWN �� �•••••• �♦( ) -WOOD SUBSTRATE ��0�• �eCE�S+°
1 INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN. .•
SUBSTRATE VARIES. SEE ANCHOR SCHEDULE MIN. ) �� • O •�37s2 •••GN%Q iJ1°(
ON SHEET 2 FOR REQUIREMENTS. EMDEBMENT #�
I 4
WOOD AND CONCRETE SCREW = =
FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE FRAME ANCHORAGE REQUIREMENTS !,A%
0%: STA. E OF 40 Z.
THROUGH-FRAME INSTALLATION (NOTE 5 FROM ANCHOR SCHEDULE TABLE ABOVE) ,r •.,�. !v
APPLICABLE TO HEAD,SILL(SHOWN)AND JAMBS(SHOWN) THROUGH-FRAME INSTALLATION ♦j (�({ Q P• \����
APPLICABLE TO HEAD,SILL(SHOWN)AND JAMBS
m
INSTALLATION NOTES: 192.25 MAX. FRAME WIDTH
M ui
1. ANCHOR SPACING LOCATION TOLERANCES 11 " MAX.
1.1. ON CENTER(O.C.) SPACING ANCHOR LOCATION O.C. SPACING 3" EDGE DISTANCE (TYP)
TOLERANCE IS +/- 1". TYP
1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. 3 EDGE ( ) „
1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS DISTANCE 1 1 MAX. *
O.C. SPACING v
THAN 3" O.C.REGARDLESS OF STATED TOLERANCES. (TYP) q (NP)
2. ANCHOR QUANTITY AND SPACING 5 O N
w
0
2.1. HEAD AND SILL v
2.1.1. ANCHORS ARE QUANTITY EIGHTEEN(18)WITH
MAXIMUM I I" ON CENTER(O.C.) SPACING. 10 w
2.1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. 3"
2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS EDGE
REQUIRED FOR SMALLER FRAMES AS LONG AS DISTANCE v
THE EDGE DISTANCE AND O.C. SPACING (TYP.) 10 4 =o 0
REQUIREMENTS ARE MET. B* N J Q z = o
2.2. JAMBS > z
2.2.1. ANCHORS ARE QUANTITY TEN(10)WITH B* ° a Lu
MAXIMUM I1 ON CENTER(O.C.) SPACING. o z co
2.2.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. � o Q m o z
2.2.3. ANCHOR QUANTITIES CAN BE REDUCED AS 95.5 a ? o CD O w
REQUIRED FOR SMALLER FRAMES AS LONG AS MAX. W n -j a } � o
X
FRAME aac � Jc� w Z � wz
THE EDGE DISTANCE AND O.C. SPACING X X X HEIGHT > a o w < W
REQUIREMENTS ARE MET. 1 1 _ cn o o m
O.C. ,,, � � o �
Max. Frame Size: 192.25" x 95.5" SPACING ^ o o o
Max. Panel Size: 51.5" x 92.75" (TYP.) ao o X
Max. Daylight Opening Size: 40.63" x 81.88" X0 u 0) 06 `LL
GENERAL NOTES: X 3 X sa w
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE �e I� o
Z 200
FOLLOWING. w o z
1.1. XXXO AND XXXX,4-TRACK 3» SILL ANCHORAGE SAME AS HEADER o°0 1.1.1. ELEVATION SHOWN THIS SHEET. EDGE
1.1.2. SECTION VIEWS ON SHEETS 5 AND 6. J a a
DISTANCE � � a
1.2. XXO AND XXX, 3-TRACK * SECTION B/8,4-TRACK 4-PANEL SECTION(ELEVATION SHOWN)
1.2.1. ELEVATION SIMILAR TO 4-TRACK. (TYP.) SECTION B/9, 3-TRACK 3-PANEL SECTION
1.2.2. SECTION VIEWS ON SHEETS 5 AND 7.
2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SERIES 9700 SLIDING GLASS DOOR - XXXX AND XXXO 4-TRACK SYSTEM (SHOWN)
SECTION VIEWS ON SHEETS 6 AND 7 ARE ALLOWED.3. MAXIMUM FRAME AND PANEL SIZES SIMILAR ARRANGEMENT FOR 3 TRACK CONFIGURATIONS LISTED BELOW
3.1. MAXIMUM FRAME SIZE IS 192.25" X 95.5" EXTERIOR ELEVATION
3.2. MAXIMUM PANEL SIZE IS 51.55" X 92.75"
3.3. MAXIMUM PANEL DAYLIGHT OPENING (DLO) IS 40.625" PERFORMANCE RATING
X 81.875" Robert J.Amoruso,P.E.
Florida P.E.No.49752
4. XXXO AND XXO DOOR CONFIGURATIONS SHOWN WITH CONFIGURATION GLAZING DESIGN
(SEE GENERAL TRACKS NOTES DETAIL(SEE PRESSURE IMPACT RATING
FIXED (0)PANEL AT RIGHT JAMB IN EXTERIOR TRACK. NOTE 11) SHEET 2) (PSF)
4.1. ACCEPTABLE TO ORIENT PANELS AS OXXX AND OXX xxxo SHEET 3,GENERAL �♦'��`,�A11ES+"ti
WITH FIXED PANEL AT LEFT JAMB IN INTERIOR ♦ '� A,�
4 A +/-65 `
Xxxx NOTES 1.1,2&3 ♦ • 0 �I
TRACK. .�0�::veC M��c..;AG1.: y
LARGE MISSILE �%��• N �
4.2. ACCEPTABLE TO ORIENT FIXED PANEL(0) IN XXXO 4 SHEET 3,GENERAL B +/-50 (SMALL MISSILE No `I3752 •:O•
EXTERIOR OR INTERIOR TRACK. xxxx NOTES 1.1,2&3 ENVELOPED)
XXO 3 SHEET 3,GENERAL A +/65 •
XXX NOTES 1.2,2&3 O�- STK. Cyr ��
T • /
XXO 3 SHEET 3,GENERAL B +/-50 iS�• FZ A P�� ,♦�
XXX NOTES 1.2,2&3 I��; E�ONACE�`o♦♦
���BeaeAt�e��
m
INSTALLATION NOTES:
M ui
O o
1. ANCHOR SPACING LOCATION TOLERANCES a
1.1. ON CENTER (O.C.) SPACING ANCHOR LOCATION TOLERANCE IS +/- 1". Max. Frame Size: 99.85" x 95.5" 0�
1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. Max. Panel Size: 51.5" x 92.75"
1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS THAN 3" O.C. REGARDLESS Max. Daylight Opening Size: 40.63" x 81.88" Z
OF STATED TOLERANCES. U
2. ANCHOR QUANTITY AND SPACING Lu u
2.1. HEAD 11 " MAX. O.C. 3" EDGE w
SPACING (TYP)EDGE �
2.1.1. ANCHORS ARE QUANTITY TEN(10)WITH MAXIMUM 11" ON CENTER(O.C.) 3 DISTANCE
STAN C E
SPACING. DISTANCE A (TYP)
2.1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. (TYP) 5 w
2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER
FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACING
REQUIREMENTS ARE MET. o
2.2. SILL ~
» > N
°
2.2.1. SILL SHALL BE SEALED TO SUPPORTING SUBSTRATE OR BUCKING USING A 3 N
1/4" FILLET PERIMETER BEAD OF STRUCTURAL SILICONE ADHESIVE AT EDGE _ Z `�
DISTANCE
THE INTERIOR AND EXTERIOR. BOTTOM OF SILL SHALL BE SEALED TO o 0 o J
co
SUBSTRATE USING STRUCTURAL SILICONE ADHESIVE. (NP ) °o °
2.2.2. APPROVED ADHESIVES INCLUDE THE FOLLOWING: B 0 a M o Q
Lu
2.2.2.1. DOW CORNING 995 8 J rn g Z Q z I
WM �, LD , � O
2.2.2.2. DOW CORNING DOWSIL 795 S2 J ° a Z z
2.2.2.3. SIKA SIKASILGP& SIKASIL WS-305CN > > a z 3 Q
II- c o w
2.2.2.4. OTHER STRUCTURAL SILICONE ADHESIVES MEETING SITE 95.5" W n a w 8
INSTALLATION REQUIREMENTS ALSO ACCEPTABLE PER ENGINEER OR MAX. _ ; o718
ARCHITECT OF RECORD. �/ FRAM E > o 0,2
2.3. JAMBS x HEIGHT a CD
°
11
x
2.3.1. ANCHORS ARE QUANTITY TEN(10)WITH MAXIMUM 11" ON CENTER(O.C.) z co °� a E
SPACING. O.C. W X 2 w
2.3.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. SPACING N cn ¢ �N a
TYP.
2.3.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER (TYP.) Z'o 0
FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACING O N w o LL Z
P}q moo
REQUIREMENTS ARE MET. W o°3 m
W a d OLL
J
I- a
GENERAL NOTES:
3 1.4" FILLET BEAD SILICONE
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE EDGE SEALANT, INTERIOR AND EXTERIOR
FOLLOWING. DISTANCE AND BOTTOM OF SILL. SEE
1.1. XO AND XX, 2-TRACK (TYP.) INSTALLATION NOTE 2.2.
1.1.1. ELEVATION SHOWN THIS SHEET. 99.85" MAX. FRAME WIDTH
1.1.2. SECTION VIEWS ON SHEETS 5 AND 8.
2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SERIES 9700 SLIDING GLASS DOOR - XX AND XO 2-TRACK SYSTEM (SHOWN)
SECTION VIEW ON SHEET 8 ARE ALLOWED.
EXTERIOR ELEVATION Robert J.Amoruso,P.E.
3. MAXIMUM FRAME AND PANEL SIZES Florida P.E.No.49752
3.1. MAXIMUM FRAME SIZE IS 99.85" X 95.5"
3.2. MAXIMUM PANEL SIZE IS 51.55" X 92.75"
3.3. MAXIMUM PANEL DAYLIGHT OPENING (DLO) IS 40.625" PERFORMANCE RATING pME$q��iA�
X 81.875 �% •,,........, �O
4. XO DOOR CONFIGURATION SHOWN WITH FIXED (0)PANEL CONFIGURATION GLAZING DESIGN �•�p0�4 eC �S •.;
(SEE GENERAL TRACKS NOTES DETAIL SEE PRESSURE IMPACT RATING �: �q
AT RIGHT JAMB IN EXTERIOR TRACK. NOTE �> SHEET 2) (PSF) ? No •I3752 NO y l
4.1. ACCEPTABLE TO ORIENT PANELS AS OX WITH FIXED = *�
PANEL AT LEFT JAMB IN INTERIOR TRACK. xx XO 2 SHEET 3,GENERAL NOTES 1.3,2&3 A +/65 STA OF
•�
4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN go :•,c •: �:
EXTERIOR OR INTERIOR TRACK. x0 SHEET 3,GENERAL �•� F •.,< G R Z
XX 2 NOTES 1.3,2&3 B +/-50 ij; '® A�-�' ``,
18881;vg51%1
}
a0
A SERIES 9700 SLIDING GLASS DOOR w
APPLICABLE TO 2-TRACK, 3-TRACK AND 4-TRACK DOOR CONFIGURATIONS.
5
VERTICAL CROSS SECTIONS 0�
INSTALLATION ANCHORS. FLAT HEAD
EXTERIOR SUBSTRATE VARIES. SEE WOOD SCREW SHOWN. SEE ANCHOR EXTERIOR SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. FLAT HEAD WOOD EXTERIOR SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. FLAT HEAD WOOD
FINISH BY ANCHOR SCHEDULE ON SCHEDULE ON SHEET 2 FOR FINISH BY ANCHOR SCHEDULE ON SCREW SHOWN. SEE ANCHOR SCHEDULE FINISH BY ANCHOR SCHEDULE ON SCREW SHOWN. SEE ANCHOR SCHEDULE o
OTHERS SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX OTHERS SHEET 2 FOR ON SHEET 2 FOR ADDITIONAL OTHERS SHEET 2 FOR ON SHEET 2 FOR ADDITIONAL (� 0-
REQUIREMENTS. HEAD SCREW INSTALLATION. REQUIREMENTS. REQUIREMENTS AND HEX HEAD SCREW REQUIREMENTS. REQUIREMENTS AND HEX HEAD SCREW LLJ U
INSTALLATION. INSTALLATION. O N
1/4" MAX. 1/4" MAX.
SHIM SPACE SHIM SPACE
Li
L�1oUU LJLI EE oU�I Q L�JaUQ �LrSEE w1.lUQLSULrw1.lU 0 ❑ L�1oI`JnU�I}Q �LrSEE o Q�1.lULrw1.1Q�7LJLrl.IU �❑ w
O BELOW' O BELOW. o O V BELOW.
0 0 O 0 0 O
O
PERIMETER PERIMETER PERIMETER O
SEALANT BY SEALANT BY SEALANT BY 1/4" MAX. c\ o 0
= O
OTHERS OTHERS OTHERS SHIM SPACE U N ao
z
J =
J > Z
{/) of Lu
LL Q W
V O co
OZ
r 00
0 Q> M U)
LAMI-IGU GLAZING LAMI-IGU GLAZING d N � Lu
J W Q Z
LAMI-IGU GLAZING w m C7
cn � O
DETAIL A SHOWN U J Z
DETAIL A SHOWN DETAIL A SHOWN m Z
(TYP). SEE SHEET o 0 0 0 Ll
9. (TYP). SEE SHEET ° Q ° Q ° Q (TYP). SEE SHEET o 0 0 0 0 0 ❑ O > > Q z U a i
n fl n uj 2� 0 1 w
a
EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR O z >
U
Q o� H
rn
❑ O o L. o ❑ ❑ L o O o 0 ❑ r---1 ❑ O Z U) a LL E
SEAL EXPOSED SEAL EXPOSED w c' J
TOP OF FLAT TOP OF FLAT E c\i
HEAD SCREWS HEAD SCREWS 2 LLB
AT ALL SILL AT ALL SILL N U) ° M
STRUCTURAL ANCHORS WITH ANCHORS WITH o
ADHESIVE. SEE SILICONE SILICONE o d
INSTALLATION z
SEALANT SEALANT W o LL
NOTE 2.2 ON }m m o o
0.
GENERAL NOTE 9 � o o Z LL
SHEET 4, PERIMETER w o a 3 m
ON SHEET 1 AND SEALANT BY w a a o
INSTALLATION OTHERS F a a
NOTE 6.1 ON
SHEET 1 FOR
REQUIREMENTS.
0 0 0
STRUCTURAL rI SEE Ij�I ((ff�� PERIMETER see (f� J� (IJf�t�lI PERIMETER see ff�I ff�I IJ1l
` NOTEi U U NOTE 1 U U U NOTE 1 U U O U
ADHESIVE. SEE C)J( SEALANT BY SEALANT BY
INSTALLATION 0 BELOW. JJ���//�I OTHERS 0 eeL°w. OTHERS Q aeLow.
NOTE 2.2 ON �dC�LJ����6 �0 � 0 � �LJi ""tiQUL�C; ""ti ��
SHEET 4, 1 J
GENERAL NOTE 9
ON SHEET 1 AND
INSTALLATION
NOTE 6.1 ON
SHEET 1 FOR
REQUIREMENTS. STRUCTURAL ADHESIVE UNDER
SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE
J ANCHOR SCHEDULE ON SILL. SEE INSTALLATION NOTE 2.2 ANCHOR SCHEDULE ON INSTALLATION ANCHORS. FLAT ANCHOR SCHEDULE ON INSTALLATION ANCHORS. FLAT HEAD Robert J.Amoruso,P.E.
EXTERIOR SHEET 2 FOR ON SHEET 4, GENERAL NOTE 9 EXTERIOR SHEET 2 FOR HEAD WOOD SCREW SHOWN. SEE EXTERIOR SHEET 2 FOR WOOD SCREW SHOWN. SEE ANCHOR Florida P.E.No.49752
FINISH BY REQUIREMENTS. ON SHEET 1 AND INSTALLATION FINISH BY REQUIREMENTS. ANCHOR SCHEDULE ON SHEET 2 FINISH BY REQUIREMENTS. SCHEDULE ON SHEET 2 FOR
OTHERS NOTE 6.1 ON SHEET 1 FOR OTHERS FOR ADDITIONAL REQUIREMENTS OTHERS ADDITIONAL REQUIREMENTS AND HEX
REQUIREMENTS. AND HEX HEAD SCREW HEAD SCREW INSTALLATION.
INSTALLATION. Note 1 : Panel fixed by #8FH x tstissill
1 .25", 3" from each corner and ��` � SNMFS�A-'�i4i
then 8" on center. ONLY REQUIRED �.�`�o®��'•�e� �s ��G'�O q
WHEN XO OR OX CONFIGURATION No 49 tN0%�p�yt l
WITH FIXED PANEL IS USED.
s O 5 Tft-E OF , 1(/
}
a0
B SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 4-TRACK XXXX & XXXO DOOR CONFIGURATION
EXTERIOR FINISH
BY OTHERS HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS CC
PERIMETER PERIMETER
SEALANT BY SEALANT BY
OTHERS OTHERS o U o
a
tl_I �
N
❑ ❑ 0 Lu
°
p AF
2Ici D. SEE
NOTE1
LAMI—IGU GLAZINGW. ° ° BELOW.
DETAIL A SHOWN
(TYP). SEE SHEET =Orl
�19OU SEESUBSTRATE VARIES. SEE SEE NOTE 2pANCHOR SCHEDULE ON EXTERIOR Booty ° BELOW. �} C) LL
0L SHEET 2 FOR U� U N O
REQUIREMENTS. nn J = w zz 2
° 0 0 Co
�U DO DD > Cn z
(C3�oo ❑��o�QU oo U p Q ofx
INSTALLATION ANCHORS. V p U ° ° co
FLAT HEAD WOOD SCREW O SEE = O J
NOTE 2 SUBSTRATE VARIES. SEE 0 r o Q SHOWN. SEE ANCHOR SEE
NOTE 2 BELOW. ANCHOR SCHEDULE ON Q m cn
�]0 SCHEDULE ON SHEET 2 FOR BELOW. ❑ ❑ SHEET 2 FOR__---- o u) Z w
ADDITIONAL REQUIREMENTS REQUIREMENTS. a m J O Q Z
AND HEX HEAD SCREW {{�� w m O N } O
INSTALLATION. r�U OO j ; Q z O z JZ
00 QDoo o�C7 00��] I.- o _
I�I U w z o U)
9 SEE W V1 Q J O
NOTE 2 It— � _ � X o
BELOW. n-f _ x
° ° INSTALLATION ANCHORS. FLAT u -1 0 z �
HEAD WOOD SCREW SHOWN. >
�� �� �0 SEE ANCHOR SCHEDULE ON o X
SHEET 2 FOR ADDITIONAL UU
x rn
❑moo REQUIREMENTS AND HEX HEAD off❑ z U) x aLL E
SCREW INSTALLATION. w Y J w
INTERIOR HIM MAX. �� Lu Q
1/4. MAX. Note 1 : Panel fixed b 8FH x 1 .25" 3" from each SHIM SPACE �, �, 1°���
SHIM SPACE y ^a
corner and then 8" on center. ONLY REQUIRED WHEN wo°z
M �m o o
XXXO OR OXXX CONFIGURATION WITH FIXED PANEL IS USED. A000.
Note 2: Interlock fixed by #8FH x 1 .5", 3" from eachLa 6
° m
w S
J a a corner and then 14" on center.
Robert J.Amoruso,P.E.
Florida P.E.No.49752
E IV
No •13752 ;NO 0I y l
r *• r
••
soO • 5 TA.E OF , 40
NA�e��1`o��
Y
m
M �
B SERIES 9700 SLIDING GLASS DOOR 0
0
c6
7 APPLICABLE 3—TRACK XXX & XXO DOOR CONFIGURATION
HORIZONTAL CROSS SECTIONS
EXTERIOR FINISH BY OTHERS Lu
PERIMETER EXTERIOR FINISH BY OTHERS 0 o
SEALANT BY PERIMETER Of
0_
OTHERS LAMI—IGU GLAZING SEALANT BY
DETAIL A SHOWN OTHERS o
(TYP). SEE SHEET w
C3
p o0 o q
SEE
EXTERIOR NOTE 2 SEE
Z
BELOW. 0 J,n0 NOTE 1 N 0 LL
LLJJ Z
��oo QDoo Q F] u < w
SUBSTRATE VARIES. SEE c� o ❑
ANCHOR SCHEDULE ON �� O NSEE
OTE 2 = O U
SHEET 2 FOR SEE BELOW LLUU�� J
NOTE 2 SUBSTRATE VARIES. SEE
REQUIREMENTS. 00 BELOW. ANCHOR SCHEDULE ON a � Mo Q z z SHEET 2 FOR
a 11 n REQUIREMENTS. a w M C7 NN m O
I� cc U J cD Z ui
(rj�O❑ QOQ��aQ 00 = 2 z O Q Q
LIB-�J�IIINOTE � wz � = o U)
U a Q SEE It— N Q � i o
D = � ~ } X
BELOW.
INSTALLATION ANCHORS. INSTALLATION ANCHORS. FLAT 1 p j
INTERIOR 06
FLAT HEAD WOOD SCREW HEAD WOOD SCREW SHOWN. Q o X
SHOWN. SEE ANCHOR o QD �� �� �� SEE ANCHOR SCHEDULE ON O X
SCHEDULE ON SHEET 2 SHEET 2 FOR ADDITIONAL °
FOR ADDITIONAL Quo REQUIREMENTS AND HEX HEAD o�� z w U J LL
REQUIREMENTS AND HEX SCREW INSTALLATION. Q w
HEAD SCREW = w Of
INSTALLATION. N M o'a
,/4°° MAX. Note 1 : Panel fixed by #8FH x 1 .25", 3" from each =�'"
SHIM SPACE N"SZ
corner and then 8" on center. ONLY REQUIRED WHEN
a 100
XXO OR OXX CONFIGURATION WITH FIXED PANEL IS USED. of o
Z
a a o
La
Note 2: Interlock fixed by #8FH x 1 .5", 3" from each
corner and then 14" on center.
Robert J.Amoruso,P.E.
Florida P.E.No.49752
jpMES'4-N--
�..• •eCEIilS+•
No •13752 ;NO 0I y l
?� 5Tft.
=•
soO • E OF , 1l/
Y
m
cM Lu
O o
O
B SERIES 9700 SLIDING GLASS DOOR
8 APPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION
w
� U
HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERSLu
EXTERIOR FINISH BY OTHERS
w
PERIMETER PERIMETER
SEALANT BY SEALANT BY
OTHERS EXTERIOR OTHERS o
v
rn o
z pO LL
w
ao o J ; w z � 00
IIII��IIII1 =
SEE SEE E 2U ~ (n a _
LAMI—IGU GLAZING BE Ow. ❑ rBEL
NOTE 1 o o
DETAIL A SHOWN BELOW. 0 r 0 U
SUBSTRATE VARIES. SEE (TYP). SEE SHEET Q a o a < Q z
ANCHOR SCHEDULE ON g o w m z o
SHEET 2 FOR ��oo OQ�L �Qd v J Z z
REQUIREMENTS. 0 _ az L I N QVA, SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. ❑ ❑ ANCHOR SCHEDULE ON c� O z xFLAT HEAD WOOD SCREW SHEET 2 FOR 0SHOWN. SEE ANCHOR a 0 Ua �U REQUIREMENTS. o ap o x
70
SCHEDULE ON SHEET 2 [� �j
FOR ADDITIONAL Quo o� z w Q LL
REQUIREMENTS AND HEX Of a w
HEAD SCREW INTERIOR " N
INSTALLATION. 1/4" MAX. �� 1/4" MAX.
c Z'
INSTALLATION ANCHORS. FLAT HEAD C
SHIM SPACE SHIM SPACE ��O
w01
WOOD SCREW SHOWN. SEE ANCHOR oxoa
SCHEDULE ON SHEET 2 FOR 0oo°
ADDITIONAL REQUIREMENTS AND HEX La oa�LL
HEAD SCREW INSTALLATION. w a a o
O
F a
Note 1 : Panel fixed by #8FH x 1 .25", 3" from each
corner and then 8" on center. ONLY REQUIRED WHEN
XO OR OX CONFIGURATION WITH FIXED PANEL IS USED.
Note 2: Interlock fixed by #8FH x 1 .5 3" from each
corner and then 14" on center.
Robert J.Amoruso,P.E.
Florida P.E.No.49752
,, � jpMES',q�#,-
�t•.• •eCEJVS• 0 o
No •13752 ;Np 0I y l
r *• r
••
5T
so • ft.E OF , 1l/
Y
m
cM LU
O o
O
O
c6
z
O
U a
W
� N
O w
w
v
rn o
1.0" 1.0" v N 04 z = O
NOMINAL NOMINAL J z rn
U)
LAMI IGU LAMINATED LITE: 3/16" LAMI IGU LAMINATED LITE: 3/16" vi = w a W
HEAT TREATED GLASS x ANNEALED GLASS x a o o ui
0.075 VANCEVA 0.090 SAFLEX PVB
INTERLAYER BY INTERLAYER BY r o
3/16" EASTMAN CHEMICAL x 3/16" EASTMAN CHEMICAL x 0 Q m U J
TEMPERED 3/16" HEAT TREATED TEMPERED 3/16" ANNEALED a mm a < z
GLASS GLASS GLASS GLASS ¢ w rn (D o m Z
� N �O -j W
d' U _j C7 U` z ui
0.375" SPACER 0.375" SPACER = 2 o Z < < >
DURASEAL AIR SPACER (QUANEX) DURASEAL AIR SPACER (QUANEX) W N Q -j Q � [If o
SNAP-IN SNAP-IN = ; }
RIGID p RIGID p r, o z
VINYL VINYL a o
GLAZING 0151 GLAZING 015,(
O o
BEAD NEOPRENE SETTING BEAD NEOPRENE SETTING z w 0a
BLOCKS WITH 70 TO BLOCKS WITH 70 TO Of J
90 SHORE A 90 SHORE A Ln U I0�Q
DUROMETER DUROMETER
HARDNESS HARDNESS
i moo
pq rO
U0°w
EXTERIOR INTERIOR EXTERIOR INTERIOR u o
LLJ oci °a z LL
a a
J
LLJ
F a
__J
U O
arjc=lE2 NOl
GLAZING DETAIL A GLAZING DETAIL B
LAMINATED IGU LAMINATED IGU
INTERIOR GLAZED WITH DOW 995 BACK-BEDDING INTERIOR GLAZED WITH DOW 995 BACK-BEDDING Robert J.Amoruso,P.E.
Florida P.E.No.49752
S NM FS',q�#,'
No .13752 ;NO 0I y l
r *• r
••
s O • 5TA.C- OF , 40
.r• Al �v
NA�e��1`o��
}
m
W
Part Color QTY Description/Part No. Vendor Vendor Part No. Co
c6
Vinyl
MainFrameCw CW 4 Main Frame, Cream White Vision 3800
z
w
MainFrameALM ALM 4 Main Frame, Almond Vision 3800 o w
MainFrameSS SS 4 Main Frame, Sand Stone Vision 3800
PaneICW CW 16 Main Sash, Cream white Vision 1219 w
PaneIALM ALM 16 Main Sash, Almond Vision 1219
PaneISS SS 16 Main Sash, Sand Stone Vision 1219
CD
CD
InterLockCW CW 6 Interlock Vision 1221 CD "
No d o
u 2 Co z = O
InterlockALM ALM 6 Interlock Vision 1221 J z CO
vi = w a w
v
InterlockSS SS 6 Interlock Vision 1221 D o
Q Q m
TrackcoverCW CW 6 Track Cover Vision 1500 a o Q w
Q 'Nmc� m
TrackcoverALM ALM 6 Track Cover Vision 1500 � Q Z
> Q z 2 �
TrackcoverSS SS 6 Track Cover Vision 1500 Lu w z o o
,,, N Q J
� J a
GIazBCW CW 16 Glazing Bead Cream White Vision 2364 ~ ; ~ J� ozm
GlazBALM ALM 16 Glazing Bead, Almond Vision 2364 0CD
a E
GlazBSS SS 16 Glazing Bead, Sand Stone Vision 2364 L W
LU
I ScrenTrack 1 Screen Track Alum Tifton T-12309 RON
=o 0
DoorTrack 3 Door Operable Track Alum Tifton T-61704 u,0 O mX
w oa
p}q UU
FixPanelRiser 1 Fix Panel Riser Alum Tifton T-61705 OflW o°gym
a a o
� a
ThresholdCover 3 Threshold Cover alum Tifton T-61706
SillRiser 1 Sill Riser 1 .87 Tifton T-10269
Reinforcements
PanelReinf 16 Panel Reinforcement Tifton T-51344
CornerReinf 16 Panel Corner Reinforcement Tifton T-51344 Robert J.Amoruso,P.E.
Florida P.E.No.49752
HeadBlock 2 Head Block (Operable panel 2 & 3 at meeting rail) Tifton T-10267
� illll!/ 1j1
0000�� NM FS A�
������•• �.........
�1/mac+'
STA.= OF •vv:
}
a7
Part Color QTY Description/Part No. Ivendorlvendor Part No. 0
CD
Hardware
Handleinside 1 Inside Handle CD-600 Z
Handleoutside 1 Outside Handle CD-571 J
w
0
Mortislock 1 Mortis Lock, 2 Pt M002457/M002459
Keeper 1 Keeper M00557/M00559
KeeperShim 1 Keeper Shim, .250
Roller 2 SGD Roller Custom TA 88-PRSSN-166-MR
C �
SGDBumper 1 SGD Bumper Shim �' o LL
Frame Gasket 2 4 Trk Frame Gasket J
J Z
In w ¢ w
V o °
D O
Screws °
o � o
a 0aJ w
Roller Screws 2 #8Fh x 1 per roller a M m
(D W z w
Keeper Screw 2 #10Ph x 1 = LU' Q z ~ ¢o a LU V) < U_� � a
Mortis #8Fh x 1 ~ ; J °
u O z J
Astragal Screw 8 1#10Hex x 3 Drill Pt, 3" from end & 14" on center Q 0
O
Interlocks 8 #8Ph x 1 1/2 Drill pt screw, 3" from end & 14" on center � JaLLw
LU
Fix Panel 8 #8Ph x 1 1/2 Drill pt screw, 3" from end & 14" on centerQ
°roe
Fix Panel Bracket 6 #8Ph x 3/4 Drill pt, 2 sill, 4 sides °°
wooa
P}9 O m°U
Head Block Screw 2 #8Ph x 1 1/2 Drill Pt Per block LLJA °a
W
o
a a O
a
Wstp
Frame Wstp 8 0.270bk x 0.290ht , 4 rows, Head, sill and Jamb
Interlock Wstp 2 0.270bk x 370ht, 2 rows per interlock
Screen
Robert J.Amoruso,P.E.
Screen Frame 4 9700 SGD Screen Frame Shapes Florida P.E.No.49752
Corner Key 4 Screen Corner key Vision 10310
1a,` lilll E
Screen Handle Internal Blk 1 Screen Handle Internal Vision 1449-02 �•``�@�� �c Ale%.
:fib Sty'
Screen Handle External Blk 1 Screen Handle External Vision 1449-01 NO 9752
Screen Handle Lock 1 Screen Handle lock Vision 1449-04 = =
Screen Lock button Bk 1 Screen Handle Lock button Vision 1449-03 �•� sT.y. OC :'°U
Screen Keeper 1 Screen keeper Vision152401-1 -�; � R.° •'a `;.'`�
N`A ® oa�
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2612 1 Project No. 418-0903 1 9/4/19 1 Page 1 of 3
Product Manufacturer Product Name, Model and/or Description
Shwinco Architectural Products, LLC Series 9700 Vinyl Sliding Glass Door-LMI
171 Jet Services Way
Dothan,AL 36303
Code: Current Edition of the Florida Building Code including the 61h Edition (2017) Florida Building Code
Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing
Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.:
• Series 9700 Vinyl Sliding Glass Door(4-Track, OXXX-A-XXXO), DP=50 psf
o Test Report No.SV31355-20190517-Report-A by UL LLC, 750 Anthony Road, Northbrook,Illinois 60062,
signed and sealed by Alex Spyrou, Florida P.E.
■ 4 Track OXXX-A-XXXO Sliding Glass Door, 383.5 in x 95.5 in
• Envelopes OXX-A-XXO(3-Track),OX-A-XO(2-Track), OX-A-O (2-Track), O-A-XO(2-Track)
■ Tested to:
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard (TAS)201-94
• Testing Application Standard (TAS)202-94
• Testing Application Standard (TAS)203-94
■ Glazing:
• Insulated unit(1"overall):
• Glass thickness: 1 inch IG;3/16T-.375 dura seal air space-3/16H(0.075 Vanceva)3/16H
• Type of glass: Laminated
• Type of spacer: .375 dura seal air spacer
• Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in
glazing bead.
o PTC Product Design Group Drawing No.SHW0003, First Issue, dated 8/2/19,signed and sealed by Robert
J.Amoruso, P.E., FL License Number 49752
• Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX,XXXO). DP=65 psf
o Test Report No.SV31355-20190517-Report-C by UL LLC,750 Anthony Road, Northbrook, Illinois 60062,
signed and sealed by Alex Spyrou, Florida P.E.
• 4 Track OXXX Sliding Glass Door, 192.5 in x 95.5 in
• Envelopes OXXX&XXXO(4-Track), OXX&XXO(3-Track)and OX&XO(2-Track)
■ Tested to:
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard (TAS)201-94
• Testing Application Standard (TAS)202-94
• Testing Application Standard (TAS)203-94
■ Glazing:
• Insulated unit(1"overall):
• Glass thickness: 1 inch IG; 3/16T-.375 dura seal air space-3/16H(0.075 Vanceva)3/16H
• Type of glass: Laminated
• Type of spacer: .375 dura seal air spacer
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2612 1 Project No. 418-0903 1 9/4/19 1 Page 2 of 3
• Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in
glazing bead.
o PTC Product Design Group Drawing No. SHW0004, First Issue,dated 8/2/19,signed and sealed by Robert
J.Amoruso, P.E., FL License Number 49752
• Series 9700 Vinyl Sliding Glass Door(4-Track, OXXX,XXXO), DP=50 psf
o Test Report No. SV31355-20190517-Report-B by UL LLC,750 Anthony Road, Northbrook, Illinois 60062,
signed and sealed by Alex Spyrou, Florida P.E.
■ 4 Track OXXX Sliding Glass Door, 192.5 in x 95.5 in
• Envelopes OXXX&XXXO(4-Track),OXX&XXO (3-Track)and OX&XO(2-Track)
■ Tested to:
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard (TAS)201-94
• Testing Application Standard (TAS)202-94
• Testing Application Standard (TAS)203-94
■ Glazing:
• Insulated unit(1"overall):
• Glass thickness: (Saflex PVB set) 1 inch IG; 3/16T-.375 dura seal air space-3/16A(0.090
Saflex
• PVB)3/16A
• Type of glass: Laminated
• Type of spacer: .375 dura seal air spacer
• Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in
glazing bead.
o PTC Product Design Group Drawing No.SHW0004, First Issue,dated 8/2/19,signed and sealed by Robert
J.Amoruso, P.E., FL License Number 49752
Component Approvals:
• Frame: Extruded Rigid PVC by Vision Extrusions Limited per Miami-Dade Noa No. 18-1108.09, 18-1108.10 or 18-
1108.11 or current/later NOA.
• Laminate Glass Interlayer:Saflex Interlayer by Eastman Chemical Co. (MA). Per Miami-Dade Noa No. 18-0301.05 or
current/later NOA.
Engineering Analysis Et Evaluation:
• Anchorage engineering(Report No. 2612-Calc) in accordance with the current edition of the Florida Building Code
for Series 9700 Vinyl SGD signed and sealed by Robert J.Amoruso, P.E., FL License Number 49752.
Performance Standards (used in testing):
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard (TAS)201-94
• Testing Application Standard (TAS)202-94
• Testing Application Standard (TAS)203-94
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2612 1 Project No. 418-0903 1 9/4/19 1 Page 3 of 3
Limitations &t Conditions of Use:
• The following product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
o Series 9700 Vinyl Sliding Glass Door
• The following product will not require an approved impact protective system when used in wind borne debris
regions including the HVHZ.
o Series 9700 Vinyl Sliding Glass Door
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Overall dimensions and material/grade of main product components,accessories,etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
Certificate of Independence per Product
Approval Rule 61G20-3.009
PTC Product Design Group, LLC and Robert J.Amoruso,
P.E. does not have, nor will acquire,any financial
interest in the company manufacturing or distributing
product(s)covered by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J.Amoruso,
P.E.do not have, nor will acquire any financial interest
in any other entity involved in the approval process or
testing of the product(s)covered by this Product
Evaluation Report.
Evaluated By:
Robert J.Amoruso, P.E.
FL P.E. License Number 49752
PTC Product Design Group, LLC PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
to CERrifiioq,.o
pCrk
iL �OfT,r+ CERTIFICATION NO: NI014461.01
® DATE: 07/17/2019
N 1 CERTIFICATION PROGRAM: Structural
COMPANY: Shwinco
AIEN-T CODE: 1972-1
EDP
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Shwinco Architectural Products, LLC Series "9700 4-Track"
171 Jet Services Way Vinyl Sliding Glass Door
Dothan,AL 36303 Configuration: OXXX
Glazing: IG-3/16"Tempered Glass/3/16"Annealed
Glass/0.090" Saflex PVB Interlayer/3/16"Annealed
Glass
Frame: W-4883mm(192.25") H-2426mm(95.5")
Vent: W-1308mm(51.5") H-2356mm(92.75")
DLO: W-1032mm(40.63") H-2080mm(81.88")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-17 Class LC-PG50 4883 x 2426 (192 x 96)-SD
AAMA/WDMA/CSA 101/I.S.2/A440-11 Design Pressure: f2394 Pa (50 psf)
ASTM E1886-13a/ASTM E1996-14a Water Penetration Resistance Test Pressure:510 Pa(10.65 pst)
TAS 201/202/203-94 Wind Zone 4-Missile Level D
Large Missile Impact Rated
Product Tested By: UL, LLC
Report No: SV31355-20190517-B
Expiration Date: May 31, 2023
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122