2018 2:07:53 pm] · approved for use outside hvhz: yes impact resistant: yes design pressure: n/a...

Florida Building Code Online

https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJnH8zIGsB01L0BI6bZIOP4JBrKbnY1Oleg%3d%3d[1/9/2018 2:07:53 PM]

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Product Approval USER: Public User

Product Approval Menu > Application Detail

FL #FL20441-R1Application TypeAffirmationCode Version2017Application StatusApproved

CommentsArchived

Product ManufacturerCustom Window Systems Inc.Address/Phone/Email1900 SW 44th Avenue

Ocala, FL 34474(352) 368-6922 Ext [email protected]

Authorized SignatureKevin Pine

[email protected]

Technical RepresentativeStephen BrooksAddress/Phone/Email1900 SW 44th Avenue


Quality Assurance RepresentativeJay LathropAddress/Phone/Email1900 SW 44th Ave.


CategoryExterior DoorsSubcategorySliding Exterior Door Assemblies

Compliance MethodCertification Mark or Listing Certification AgencyKeystone Certifications, Inc.Validated BySteven M. Urich, PE

Validation Checklist - Hardcopy Received

Referenced Standard and Year (of Standard)StandardYear

AAMA/WDMA/CSA 101/I.S.2/A4402011ASTM E 18862005ASTM E 19962009TAS 201/202/2031994

Equivalence of Product StandardsCertified By

http://www.myfloridalicense.com/dbpr/

http://www.myflorida.com/


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I affirm that there are no changes in the new Florida Building

Code which affect my product(s) and my product(s) are incompliance with the new Florida Building Code.

Documentation from approved Evaluation or Validation EntityYesNoN/A

FL20441_R1_COC_6thEdFBC-FL20441.pdf

Product Approval MethodMethod 1 Option A

Date Submitted09/06/2017Date Validated09/06/2017Date Pending FBC ApprovalDate Approved09/10/2017

Summary of Products

FL #Model, Number or NameDescription

20441.1SGD 3800SGD 3800 Aluminum Sliding Glass Door - 4' x 8' Panels

Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Design pressure +/-65 for non-reinforced panels withlow sill riser, and +80/-95 for reinforced panels with high sillriser. See certification, installation and evaluation documentsfor further details.

Certification Agency Certificate FL20441_R1_C_CAC_138-1381CAR.pdf FL20441_R1_C_CAC_138-1382CAR.pdf FL20441_R1_C_CAC_138-1390CAR.pdf FL20441_R1_C_CAC_138-1391CAR.pdf FL20441_R1_C_CAC_138-565CAR.pdf FL20441_R1_C_CAC_138-568CAR.pdfQuality Assurance Contract Expiration Date 03/08/2020Installation Instructions FL20441_R1_II_CWS-1156.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: YesEvaluation Reports FL20441_R1_AE_EvalReport1156.pdf Created by Independent Third Party: Yes

20441.2SGD 3800SGD 3800 Aluminum Sliding Glass Door 5' x 8' Panels

Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: Design pressure +80/-80 for reinforced panels withhigh sill riser. See certification, installation and evaluationdocuments for further details.

Certification Agency Certificate FL20441_R1_C_CAC_138-1384CAR.pdf FL20441_R1_C_CAC_138-1385CAR.pdf FL20441_R1_C_CAC_138-566CAR.pdfQuality Assurance Contract Expiration Date 03/09/2020Installation Instructions FL20441_R1_II_CWS-1157.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: YesEvaluation Reports FL20441_R1_AE_EvalReport1157.pdf Created by Independent Third Party: Yes

20441.3SGD 3800SGD 3800 Aluminum Sliding Glass Door - 4' x 10' Panels

Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: Design pressure +65/-65 for reinforced panels withlow sill riser. See certification, installation and evaluationdocuments for further details.

Certification Agency Certificate FL20441_R1_C_CAC_138-1387CAR.pdf FL20441_R1_C_CAC_138-1388CAR.pdf FL20441_R1_C_CAC_138-567CAR.pdfQuality Assurance Contract Expiration Date 03/30/2020Installation Instructions FL20441_R1_II_CWS-1158.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: YesEvaluation Reports FL20441_R1_AE_EvalReport1158.pdf Created by Independent Third Party: Yes

Back Next

https://floridabuilding.org/upload/PR_Eval_Val_Entity/FL20441_R1_COC_6thEdFBC-FL20441.pdf

https://floridabuilding.org/upload/PR_Certificate/FL20441_R1_C_CAC_138-1381CAR.pdf





https://floridabuilding.org/upload/PR_Tech_Docs/FL20441_R1_AE_EvalReport1156.pdf




https://floridabuilding.org/upload/PR_Instl_Docs/FL20441_R1_II_CWS-1157.pdf





https://floridabuilding.org/upload/PR_Instl_Docs/FL20441_R1_II_CWS-1158.pdf


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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 electronicmail 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 haveone. 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 personaladdress, 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:


http://maps.google.com/maps?f=q&source=s_q&hl=en&geocode=&q=1940+North+Monroe+Street,+Tallahassee+FL+32399&sll=30.465741,-84.287217&sspn=0.002233,0.003374&ie=UTF8&hq=&hnear=1940+N+Monroe+St,+Tallahassee,+Florida+32303&ll=30.467374,-84.290264&spn=0.008933,0.021629&z=16

http://maps.google.com/maps?f=q&source=s_q&hl=en&geocode=&q=1940+North+Monroe+Street,+Tallahassee+FL+32399&sll=30.465741,-84.287217&sspn=0.002233,0.003374&ie=UTF8&hq=&hnear=1940+N+Monroe+St,+Tallahassee,+Florida+32303&ll=30.467374,-84.290264&spn=0.008933,0.021629&z=16

http://www.myflorida.com/myflorida/copyright.html

http://www.myflorida.com/myflorida/privacy.html

http://www.myflorida.com/myflorida/accessibility.html

https://floridabuilding.org/c/c_refund_stmt.aspx

http://www.myfloridalicense.com/dbpr/DBPR_Chapter455_FloridaStatutes.html

https://www.securitymetrics.com/site_certificate?id=125880&tk=8fe03cc098be08b8e5f5f3ff4e8f87ae

Document Title: Doc No:FRM B1-02

Structural Performance Certification

Authorization Report

Rev No: 7 Page: 1 Of: 1

Required By: PRO B1-03

This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components.

This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com.

138-1382.04/12/2016

3/8/2020138

CAR & Product ID Number: Issue Date:

Expiration Date: Company Code:

Licensee Information:Product Information:

Model:3800 Impact Sliding Door

Operator Type:SD

Max Width:324

Max Height:96

Custom Window Systems, Inc

1900 SW 44th Avenue

OcalaFL34474

Referenced Standard:Product Rating:

PA/TAS 201/202/203Large Missile, DP+/-65, 324x96 XXXXXXP

Config:No/SR-GS-7/16" HS Lami Mono or IG

Qualifying Test Information:

Test Report No:PRI-CWS-008-02-01/02

Test Report Expiration:3/8/2020

Authorized Signature:Keystone Certifications, Inc.

564 Old York Road, Suite 5 Etters, Pennsylvania 17319

Phone: 717-932-8500 Fax: 717-932-8501

Revision Date:4/12/2016

www.keystonecerts.com

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CWS-1156 -

EMK 03/31/16

3800 ALUM.SLIDING GLASSDOOR - IMPACT

LUCAS A. TURNER, P.E.FL PE # 58201

1239 JABARA AVE.NORTH PORT, FL 34288

PH. 941-380-1574

1900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC

SHEET DESCRIPTION:

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A9

B9

D10

E10

*(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVHZ, UNLIMITED NUMBEROF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN.

GENERAL NOTES ANDELEVATIONS

GENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.

2. GLAZING OPTIONS: (SEE SHEET 3)

3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: "XO", "OX", "XX", "OXO", "XXX", "OXXO", "XXXX", "PX", "PXX", "PXXX", "PXXXX", "PXXP", "PXXXXP", "PXXXXXXP", "PXXXXXXXXP" 2 TRACK, 3 TRACK, 4 TRACK

4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04.

5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.

6. PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT REQUIRED.

7. ALL FRAMES AND VENTS ARE PROCESSED AND SCREWED TOGETHER.

8. SERIES / MODEL DESIGNATION SGD-3800.

9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH, P = POCKET/HOOKSTRIP

10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION.

11. WEEP SLOTS = 1/4" x 1-3/4" LOCATED 6" FROM BOTH ENDS.

TABLE OF CONTENTS

GENERAL NOTES & ELEVATIONS.....1SECTION VIEWS..................................2BOM & GLAZING DETAIL.....................3EXTRUSIONS....................................4-5TRACK WIDTHS...................................6ANCHOR SCHEDULE & NOTES..........7ANCHOR PATTERNS (STAGGER)......8INSTALLATION DETAILS................9-10

SLIDING GLASS DOOR - LARGE MISSILE IMPACT

MAX. PANEL SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING

N/A +/-65 PSF47-13/16" x 93-15/16"

LARGE MISSILE IMPACT2096 INTERLOCK

2126 ASTRAGAL+80/-95 PSF

F10

G10

XXXX

POCKET

47 13/16"MAX. PANEL WIDTH

182 15/16" 4 PANEL WIDTH*

96"MAX.UNITHEIGHT

93 15/16"MAX.PANELHEIGHT

41-15/16 GLASS DLO

85 5/16"GLASSDLO

A

A

BB C9

4/28/2016

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PH. 941-380-1574


SHEET DESCRIPTION:

DRAWN BY: DATE:

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SECTION VIEWS

SECTION VIEW A-ADP +/- 65

SECTION VIEW B-B

FIXED PANELATTACHMENT

3

6 6

9

11

11

121212 13 1313

1414

15

ASTRAGAL ORIENTATIONEXT. TRACK w/SCREEN

19

19 19

19192121

2121 21

22

2222

22

22

22 22 22 22

22 22

25

25

2828

2929

3030

32

34

35

36

36

3636

36

373737

38

38

53

54

54

55

57 58

60

61

* * *

* *

ITEMS NOT SHOWN FOR CLARITY:23-24, 26-27, 31, 33, 39-52, 56, 59, 62-63

17

NOTES:1) INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE, IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVERHANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL.2) * INTERNAL REINFORCEMENT, H-2126 AND H-2096, REQUIRED ONLY ON UNITS WITH DP OVER +/-65 AND UNITS OVER 96 INCHES TALL.

SILL RISER DP2094 65 psf2095 80 psf

ALTERNATE SILL RISER VIEWDP +80 / -95

18

20*

ALTERNATE SILL VIEWSILL RISER - 2094

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PH. 941-380-1574


SHEET DESCRIPTION:

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PANEL CORNERSMECHANICALLY FASTENED

1:8

NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.

BOM AND GLAZINGDETAIL

FRAME CORNERSMECHANICALLY FASTENED

1:8

ITEM PART # DESCRIPTION VENDOR MATERIAL1 GLASS SEE THIS SHEET2 H-2076 2-Track Sill Profile Aluminum3 H-2077 3-Track Sill Profile Aluminum4 H-2078 4-Track Sill Profile Aluminum5 H-2079 2-Track Jamb Profile Aluminum6 H-2080 3-Track Jamb Profile Aluminum7 H-2081 4-Track Jamb Profile Aluminum8 H-2082 2-Track Head Profile Aluminum9 H-2083 3-Track Head Profile Aluminum

10 H-2084 4-Track Head Profile Aluminum11 H-2085 Top/Bottom Rail Profile Aluminum12 H-2086 Lock Stile Profile Aluminum13 H-2087 Interlock Stile - Exterior Profile Aluminum14 H-2088 Interlock Stile - Interior Profile Aluminum15 H-2089 Astragal Profile Aluminum16 H-2091 LAMI Glazing Bead, 7/16" Profile Aluminum17 H-2094 Sill Riser Profile Aluminum18 H-2095 Sill Riser Profile Aluminum19 H-2096 Reinforcement, Interlock Profile Aluminum20 H-2126 Reinforcement, Astragal Keymark Aluminum21 P-3300 Wtsp., 0.280" x 0.187" Back, Fin, Black Ultrafab22 P-3308 Wtsp., 0.310" x 0.270" Back, Fin, Black Ultrafab23 P-3438 Backbedding, Purfect Glaze "H" Hot Melt Henkel/Sika Silicone24 P-3514 #8 x 1" Ph Truss Hd Type A SMS Fastenal Steel25 P-5405 #10 x 1-1/4" PH PN Type A - Frame Assembly Fastenal Steel26 P-3539 #8 x 3/4" PN SQ TEK - Roller Asm/Mortise Lock Fastenal Steel27 P-3752 Hole Plug, 0.500" Dia. Progress Plastics Nylon28 P-3789 Handle Set with Thumb Turn Amesbury29 P-3792 Keeper Amesbury30 P-3793 Multi-Point Mortise Lock Amesbury31 P-4522 #10 x 1-1/4" PH PN SMS - Keeper Fastenal Steel32 P-5287 Tandem Roller Assy, 2.125'' Dia Wheel Amesbury33 P-5438 Setting Blocks, 0.090" x 0.875" x 1.5" Franke Lowe Rubber34 P-5480 Air Seal Bridge - Sill M&M Plastics Nylon35 P-5481 Air Seal Bridge - Head M&M Plastics Nylon36 P-5482 Panel Guide - Interlock Stile M&M Plastics Nylon37 P-5483 Panel Guide - Lock Stile M&M Plastics Nylon38 P-5484 Bumper/Panel Guide - Frame and Astragal M&M Plastics Nylon39 P-5485 Offset Glazing Gasket Team Plastics Rubber40 P-5486 Bumper/Panel Guide - Interlock Rubber41 P-5498 Glazing Bead Wedge Gasket Team Plastics Rubber42 S-2099 Screen, Astragal Keymark Aluminum43 S-2050 Screen, 1-Track Head Keymark Aluminum44 H-2051 Screen, 1-Track Jamb Keymark Aluminum45 S-2052 Screen, 1-Track Sill Keymark Aluminum46 S-2053 Screen, 2-Track Head Keymark Aluminum47 S-2054 Screen, 2-Track Jamb Keymark Aluminum48 S-2055 Screen, 2-Track Sill Keymark Aluminum49 S-2056 Screen, 3-Track Head Keymark Aluminum50 S-2057 Screen, 3-Track Jamb Keymark Aluminum51 S-2058 Screen, 3-Track Sill Keymark Aluminum52 S-2059 Screen, Snap Cover Keymark Aluminum54 S-2092 IG Glazing Bead, 1" Profile Aluminum

PARTS LISTITEM PART # DESCRIPTION VENDOR MATERIAL

53 S-2090 Hook Strip Profile Aluminum54 S-2092 IG Glazing Bead, 1" Profile Aluminum55 S-2093 Track Filler - Head Profile Aluminum56 S-2097 Screen, Interlock Profile Aluminum57 Screw, Fixed Panel Clip to Panel Fastenal Steel58 Fixed Panel Clip Keymark Aluminum59 Gasket, Frame Assembly60 Dust Plug @ Head, 1-1/4" x 3-1/2" x 0.44" Tall, Fin Ultrafab61 Dust Plug @ Sill, 1-3/16" x 3-1/2" x 0.44" Tall, Fin Ultrafab62 Screen, Spline Team Plastics Rubber63 Screen, Cloth

PARTS LIST

54

41

33

23 PURFECT GLAZE "H"

39

25

1" OVERALL

3/16" TEMPERED

3/8" AIRSPACE

7/16" LAMINATED

3/16" HEAT STRENGTHENED

.090 SGP OR0.105" PVB INTERLAYER

3/16" HEAT STRENGTHENED

7/8" GLASS BITE

3/16" HEATSTRENGTHENED

.090 SGP OR

0.105" PVB

3/16" HEATSTRENGTHENED

7/16" LAMINATED

23 PURFECT GLAZE "H"

7/8" GLASS BITE

3941

33

16

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CWS-1156 -

EMK 03/31/16




PH. 941-380-1574


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EXTRUSIONS

2-Track Sill - 2076

3-Track Sill - 2077

4-Track Sill - 2078

2-Track Jamb - 2079

3-Track Jamb - 2080

4-Track Jamb - 2081

2-Track Head - 2082

3-Track Head - 2083

4-Track Head - 2084

Top/Btm Rail - 2085Lock Stile - 2086

Interlock Exterior - 2087 Interlock Interior - 2088

Astragal - 20896005-T5

Lami Glazing Bead - 2091

Sill Riser - 20946063-T5

Sill Riser - 20956063-T5

Reinf., Interlock - 2096 Reinf., Astragal - 21266005-T5

Track Filler - 20936063-T5

IG Glazing Bead - 2092

Hookstrip - 2090

5 1/8"

7 1/4"

9 5/16"

5"

7 1/8"

9 3/16"

1 1/2"

1 1/2"

1 1/2"

1 13/16"

1 13/16"

1 13/16"

1 13/16"

1 13/16"

1 13/16"

5"

7 1/8"

9 3/16"

4 3/8" 3 3/4" 3 1/4"3 1/4"

3 3/4"

3 1/4"

1 15/16" 1 15/16"

1 7/16" 1 1/4"

2"1 7/16"

1 5/8"

1 5/8"2"2"

5/16"11/16" 5/8"

1 1/16"

11/16"

1 1/16"

2 1/2"

3/8"

3/8"

3 1/2"

1/16"

1/16"

1/16"

1/8"

1/16"

1/8"

1/8"

1/8"

1/8"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16" 1/16" 1/16"1/16"

1/16"

1/8"

1/8" 1/8"

1/16"

2

3

4

5

6

7

8

9

10

1112 13 14

15

53

16

17

18

19 20

54

55

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CWS-1156 -

EMK 03/31/16




PH. 941-380-1574


SHEET DESCRIPTION:

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EXTRUSIONS

Screen, Astragal - 2048 Screen, Interlock - 2097

Screen, Snap Cover - 2059Screen, 1-Track Head - 2050

Screen, 2-Track Head - 2053

Screen, 3-Track Head - 2056

Screen, 1-Track Sill - 2052



Screen, 1-Track Jamb - 2051



Panel Guide, Interlock - P-5482 Panel Guide, Lock Stile - P-5483 Bumper/Panel Guide - P-5484

3 5/8"

5 5/16"

6 15/16"

11/16"

11/16"

11/16"

1 7/8"

2 11/16"

4 5/16"

1 1/16"

1 1/16"

5 15/16"

2 11/16"

1 1/16"

1 1/16"

4 5/16"

5 15/16"

1 1/16"

1 1/2"

2 1/2"

1/4"

11/16"

1/16"

1/16"

1 13/16"

13/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

1/16"

2 3/8"

1 1/4"

1/4"

2 3/8"

15/16"

1/2"

2 3/8"

1 3/8"

1/2"

44

47

50

42

56

5243

46

49

45

48

51

36 37 38


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PH. 941-380-1574


SHEET DESCRIPTION:

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TRACK WIDTHS

2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser

5 3/16" 7 5/16" 9 3/8"

2 3/4"H-2094

3 11/16"H-2095

2T Sill w/ 1T Screen





7 9/16"

9 5/8"

11 3/4"

11 5/16"

15 1/16"

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CWS-1156 -

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PH. 941-380-1574


SHEET DESCRIPTION:

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ANCHOR SCHEDULE ANDNOTES

NOTES:

1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION (SEE STAGGER DETAILS ON NEXT SHEET). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL, NEXT PAGE.

2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.

3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9.

4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.

5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9.

6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.

7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR SOLID CONCRETE, 6" FOR CMU MASONRY, 1" FOR WOOD AND METAL.

8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.

9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)

FIXED PANEL CLIPS

28"TOP OFPANEL

28"BTM OFPANEL

3" TOP OF PANEL

12" MAX. O.C.

HOOKSTRIP ANCHORS4 1/2" MAX. TYP. 2 3/16" TYP.

2 3/16" TYP.2 3/16" TYP.2 3/16" TYP.

ANCHOR @ CL - TYP.

2 3/16" TYP. (*WOOD)

* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL)

XXXX

4/28/2016

jenn

Polygon

jenn

Polygon

James

Polygon

CWS-1156 -

EMK 03/31/16




PH. 941-380-1574


SHEET DESCRIPTION:

DRAWN BY: DATE:

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CL

2T SILL

5 5/16" TYP.

3" TYP. 3" TYP.

ANCHOR PATTERNS(STAGGER)

NOTE: = CENTERLINE OF INTERLOCK OR ASTRAGALLC

3" TYP. (*WOOD)

CL

3T SILL

CL

4T SILL

CL

2T HEAD

CL

3T HEAD

CL

4T HEAD

* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS.

WOOD SUBSTRATES ONLY

4 1/2" TYP.

2 3/16" TYP.

2 1/8"

2 1/8"

2 1/8"

2 1/8"

2 1/8"

2 3/16" TYP.

3 1/16" TYP.3 1/16" TYP.


WOOD SUBSTRATES ONLY WOOD SUBSTRATES ONLY



2 3/16" TYP. (*WOOD)

4 1/2" TYP.

2 3/16" TYP. 2 3/16" TYP.

2 3/16" TYP. (*WOOD)

3 1/16" TYP. 3 1/16" TYP.

4 1/2" TYP.

2 3/16" TYP. 2 3/16" TYP.

2 3/16" TYP. (*WOOD)

3 1/16" TYP. 3 1/16" TYP.

4 1/2" TYP.

2 3/16" TYP. 2 3/16" TYP.

2 3/16" TYP. (*WOOD)

3 1/16" TYP. 3 1/16" TYP.

4 1/2" TYP.

2 3/16" TYP. 2 3/16" TYP.

2 3/16" TYP. (*WOOD)

3 1/16" TYP.3 1/16" TYP.

4/28/2016

jenn

Polygon

CWS-1156 -

EMK 03/31/16




PH. 941-380-1574


SHEET DESCRIPTION:

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INTERIOR

A9

VERTICAL SECTION

HORIZONTAL SECTIONB9 2 TRACK JAMB ANCHORAGE

2 TRACK SILL ANCHORAGE

2 TRACK HEAD ANCHORAGE

PERIMETER SEALANTCOMPLIANT WITH AAMA 800BY INSTALLER INSIDE AND OUT

PERIMETER SEALANT BY INSTALLERINSIDE AND OUT

PERIMETER SEALANT BY INSTALLERINSIDE AND OUTDO NOT COVERWEEP HOLES

SUBSTRATEBY OTHERSSEE TABLE 1

SUBSTRATEBY OTHERSSEE TABLE 1

SUBSTRATE BY OTHERSSEE TABLE 1

INTERIOR

INSTALLATION DETAILS2 TRACK

HORIZONTAL SECTIONHOOK STRIP

C9

MIN. EMBEDMENTSEE TABLE 1

SEALANT BETWEEN SILLRISER AND FRAMEBY INSTALLER

SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.

CONCRETE (2.0 KSI MIN.) 1/4" ITW TAPCON 1-1/2" 4"

CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-1/2"

2X MIN. SOUTHERN PINE (G=0.55)1/4" ITW TAPCON ORELCO ULTRACON

1-3/8" 7/8"

2X MIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8"

16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN)

#12-14 HILTI KWIK-FLEX OR ITW TEKS SELF-DRILLING SCREW

FULL THREAD THRU 0.060"

1/2"

1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.)

#12 GRADE 5 SELF-TAPPING / DRILLING SCREW

FULL THREAD THRU 0.125"

1/2"

HOOKSTRIP ONLY:HOLLOW OR GROUT-FILLED CMU (ASTM C-90)

1/4" ELCO ULTRACON 1-3/4" 2-1/2"

TABLE 1: APPROVED INSTALLATION FASTENERS

1/4" MAX. SHIM


MIN. EDGE DIST.SEE TABLE 1


SEE STAGGER PATTERN ON SHT 9


INSTALLATION ANCHORSEE TABLE 1

1/4" MAX. SHIM


INSTALLATION ANCHORSEE TABLE 1

SUBSTRATE BY OTHERSSEE TABLE 1

HOOKSTRIP


1/4" MAX

4/28/2016

jenn

Polygon

jenn

Line

James

Polygon

CWS-1156 -

EMK 03/31/16




PH. 941-380-1574


SHEET DESCRIPTION:

DRAWN BY: DATE:

DWG #: REV.:

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HORIZONTAL SECTION3 TRACK JAMB ANCHORAGE

F10

VERTICAL SECTIONE10 4 TRACK SILL ANCHORAGE

VERTICAL SECTIOND10

BEAD OF SEALANT BETWEEN SILL RISER AND FRAMEBY INSTALLER

3 TRACK SILL ANCHORAGE

G10 4 TRACK JAMB ANCHORAGE

HORIZONTAL SECTION

INSTALLATION ANCHORSEE TABLE 1, SHT 9

SUBSTRATEBY OTHERSSEE TABLE 1, SHT 9

INSTALLATION DETAILS3 & 4 TRACK

PERIMETER SEALANTBY INSTALLERINSIDE AND OUTDO NOT COVERWEEP HOLES


MIN. EDGE DIST.SEE TABLE 1, SHT 9


1/4" MAX. SHIM

MIN. EMBEDMENTSEE TABLE 1, SHT 9


PERIMETER SEALANTBY INSTALLERINSIDE AND OUT







1/4" MAX. SHIM




BEAD OF SEALANT BETWEEN SILL RISER AND FRAMEBY INSTALLER

INSTALLATION ANCHORSEE TABLE 1, SHT 9


PERIMETER SEALANTBY INSTALLERINSIDE AND OUTDO NOT COVERWEEP HOLES



PERIMETER SEALANTBY INSTALLERINSIDE AND OUT


SUBSTRATE BY OTHERSSEE TABLE 1, SHT 9


SUBSTRATE BY OTHERSSEE TABLE 1, SHT 9

1/4" MAX

1/4" MAX

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4/28/2016

2018 2:07:53 pm] · approved for use outside hvhz: yes impact resistant: yes design pressure: n/a...

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