16
Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW%2fXKHGu7eopKQ%2fuew2v7sGMhY3Dus4dQrQ%3d%3d[2/8/2018 11:37:24 AM] BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Application Detail FL # FL14851-R4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 [email protected] Authorized Signature Kevin Pine [email protected] Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 [email protected] Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 [email protected] Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Lucas Turner Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14851_R4_COI_EvalRep CWS-640C (SD-8750, NI).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ASTM E1300-04 2004

ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

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Page 1: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

Florida Building Code Online

https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW%2fXKHGu7eopKQ%2fuew2v7sGMhY3Dus4dQrQ%3d%3d[2/8/2018 11:37:24 AM]

BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search

Product Approval USER: Public User

Product Approval Menu > Application Detail

FL #FL14851-R4Application 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 RepresentativeErin KossAddress/Phone/Email1900 SW 44th Ave.

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

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

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

CategoryExterior DoorsSubcategorySwinging Exterior Door Assemblies

Compliance MethodEvaluation Report from a Florida Registered Architect or a Licensed

Florida Professional Engineer Evaluation Report - Hardcopy Received

Florida Engineer or Architect Name who developed theEvaluation Report

Lucas Turner

Florida LicensePE-58201Quality Assurance EntityKeystone Certifications, Inc.Quality Assurance Contract Expiration Date07/21/2020Validated BySteven M. Urich, PE

Validation Checklist - Hardcopy Received

Certificate of IndependenceFL14851_R4_COI_EvalRep CWS-640C (SD-8750, NI).pdf

Referenced Standard and Year (of Standard)StandardYear

AAMA/WDMA/CSA/101/I.S.2/A-440-052005ASTM E1300-042004

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Page 2: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

Florida Building Code Online

https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW%2fXKHGu7eopKQ%2fuew2v7sGMhY3Dus4dQrQ%3d%3d[2/8/2018 11:37:24 AM]

Equivalence of Product StandardsCertified By

Sections from the Code

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

FL14851_R4_COC_6thEdFBC-FL14851.pdf

Product Approval MethodMethod 1 Option D

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

Summary of Products

FL #Model, Number or NameDescription

14851.1SD-8750, Non-ImpactSD-8750 French Door w/ SD-8710 Sidelights, Non-Impact.

Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other: French Door w/ Sidelights, Max. French Door 6' x 8',Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf.Glass complies to ASTM E1300-04.

Installation Instructions FL14851_R4_II_CWS-640C (SD-8750, NI).pdf Verified By: Lucas Turner 58201 Created by Independent Third Party: YesEvaluation Reports FL14851_R4_AE_EvalRep CWS-640C (SD-8750, NI).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 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:

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Page 3: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

2/5/2016

Lucas A. Turner, P.E.

FL PE #58201

Evaluation Report 640C

February 5, 2016

Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, Non Impact,

3’x8’ nominal panel size max.

Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474

Statement of Compliance: This report evaluates the above-listed product per the requirements

of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the

requirements of the 5th Edition (2014) Florida Building Code outside the High Velocity

Hurricane Zone. The product testing standards performed are outlined below.

Technical Documentation:

1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-640C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3761-3 from National Certified Testing Laboratories, Orlando,

FL signed and sealed by Gerard J. Ferrara, P.E.

a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05 4) Supplemental Calculations to support CWS-640C, signed and sealed by Lucas A. Turner,

P.E.

Installation: Units must be installed according to approval document CWS-640C.

Limitations of Use: This product:

• May be used in up to 79” x 97” XX sizes, 40” x 97” X sizes, and 36 3/16” x 97” Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-640C

• Achieves design pressures as shown in CWS-640C • Is nonimpact and requires the use of shutters in windborne debris regions • May not be used in the High Velocity Hurricane Zone • Requires Quanex (Mikron) white rigid PVC framing as shown in CWS-640C • Anchors indicated in CWS-640C shall be pan or hex head type and shall have a head or

washer (integrated or separate) diameter of 0.420” min.

Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a

financial interest in Custom Window Systems or in any company manufacturing or distributing

products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I

acquire, a financial interest in any other entity involved in the testing or approval process of this

product.

URNER ENGINEERING &

CONSULTING, INC.

T 1239 Jabara Ave.

North Port, FL 34288

Ph. 941-380-1574

FBPE C.O.A. #29779

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Page 4: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

SWING DOOR & SIDELITE - NON-IMPACT

-- 79" MAX. FRENCH DOOR WIDTH37 5/8" MAX. · ·

PANEL WIDTH

26 5/8" -

GLASS DLO

97"

MAX.

UNIT

HEIGHT

95 3/16"

MAX.

PANEL

HEIGHT

84 3/16"

GLASS

DLO

8 1

C

X

SEE

NOTE 4

X

FRENCH DOOR

TABLE OF CONTENTS

GENERAL NOTES & ELEVATIONS

DP CHART & GLAZING DETAIL

SECTION VIEWS

ROM

EXTRUSIONS

ANCHOR SCHEDULE & NOTES

INSTALLATION DETAILS

1-3

4

5-7

8

9

10-11

12-13

r

A

12

,C1 -FLUSH BOLTON

INACTIVE PANEL

TYPE

40" MAX. SINGLE --

DOOR WIDTH

37 5/8" MAX.

PANEL WIDTH

SINGLE

26 5/8"

GLASS DLO

FRENCH

97"

MAX.

UNIT

HEIGHT

SIDELITE

95 3/16"

MAX.

PANEL

HEIGHT

84 3/16"

GLASS

DLO

B

37-5/8" x 95-3/16"

X

36 3/16" MAX.

SIDELITE WIDTH

33 5/8" MAX.

PANEL WIDTH

22 5/8"

GLASS DLO

A --3 681/2

1--f20"

i__1_

B

SEE

NOTE 4

1 81/2"Ili

SINGLE DOOR

MAX. PANEL SIZE

33-5/8" x 94-5/8"

D

E

-1

D --1 c13

SIDELITE

E

„ NOTE:

H INGE SPACINGS ARE 8-1/2"

FROM ENDS AND 20" MAX. O.C.

FOR 81" TO 97" UNIT HEIGHT.

D

13

83 5/8"

GLASS

DLO

94 5/8"

MAX.

PANEL

HEIGHT

97"

MAX.

UNIT

HEIGHT

DESIGN PRESSURE RATING

SEE COMPARATIVE ANALYSIS

CHART, SHEET 4

GENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED

TO COMPLY WITH FLORIDA BUILDING CODE (FBC), CURRENTEDITION.

2. GLAZING OPTIONS: (SEE SHEET 4)

3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWINGw/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S)w/SIDELITE(S), SIDELITE NOT ATTACHED.

4. LOCK OPTIONS:

UP TO 6'8":

A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS.HANDLE SET @ 36"

B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS.HANDLE SET @ 34"

C. MULTIPOINT (4 PT.)HANDLE SET @ 34" Lucas A. Turner

ABOVE 6'8": 2016-02-05A. MULTIPOINT (5 PT.) 10:46-05:00

HANDLE SET @ 34"

5. DESIGN PRESSURE RATING (SEE SHEET 4):-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ANDGLASS TABLES ASTM E-1300-04.

-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATERINFILTRATION TEST PRESSURE AND GLASS TABLES

ASTM E-1300-04.

6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED

IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 12-13 FOR ANCHOR

DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD

ANCHOR CALCULATIONS.

7. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE

SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.

8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS

ARE PROCESSED AND ASSEMBLED VIA TIE ROD.

9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710.

10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:

X = OPERABLE SASH, 0 = FIXED SASH

11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR

LOCATION.

12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO

SEVERE WEATHER.

13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS

GRADE 2 BY PAMEX AND DELANY.

14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED ORNON-MULLED UNITS.

IMPACT RATING

NONE

C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

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NORTH PORT, FL 34288PH. 941-380-1574

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Page 5: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

36 3/16" MAX.

SIDELITE WIDTH

33 5/8"

PANEL WIDTH

97"

MAX.

UNIT

HEIGHT

97"

MAX.

UNIT

HEIGHT

94 5/8"

SIDELITE

HE GHT

83 5/8"

SIDELITE

GLASS

DLO

36 3/16" MAX.

SIDELITE WIDTH

94 5/8"

SIDELITE

HE GHT

33 5/8" MAX.

PANEL WIDTH

A

83 5/8"

SIDELITE

GLASS

DLO

0

- 22 5/8" -

GLASS DLO

- 22 5/8" -

GLASS DLO

0

X

X

151 3/8" MAX. UNIT WIDTH. 79" --.

MAX. FRENCH DOOR WIDTH

- 375/8" MAX. -]PANEL WIDTH

SEE

NOTE 4

SHTl

1

IT

11

X

FLUSH

BOLT

ONINACTIVE

PANEL

- 26 5/8" -

GLASS DLO

FRENCH DOOR w/SIDELITES

115 3/16" MAX. UNIT WIDTH

79"

MAX. FRENCH DOOR WIDTH

SEE

NOTE 4

SHT 1

FRENCH DOOR w/SIDLITE

X

FLUSH

BOLT

ONINACTIVE

PANEL

- 26 5/8" -

GLASS DLO

1

37 5/8" MAX.

DOOR WIDTH

A

84 3/16"

DOOR

GLASS

DLO

--1

0

A

95 3/16"

PANEL

HEIGHT

A

84 3/16"

DOOR

GLASS

DLO

1

95 3/16"

PANEL

HEIGHT

36 3/16" MAX.

SIDELITE WIDTH

33 5/8" MAX.

PANEL WIDTH

1 /97"

MAX.

UNIT

HEIGHT

94 5/8"

SIDELITE

HE GHT

83 5/8"

SIDELITE

GLASS

DLO

0

-763/16" MAX. UNITWIDTH-

SEE

NOTE 4

SHTl

- 225/8" --

GLASS DLO

X

265/8" -

GLASS DLO

SINGLE DOOR w/SIDELITE

--40" MAX. SINGLE

DOOR WIDTH

37 5/8" MAX.

DOOR WIDTH

A

84 3/16"

DOOR

GLASS

DLO

1

95 3/16"

PANEL

HEIGHT

(05=2=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

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1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

GENERAL NOTES AND

ELEVATIONS

DRAWN BY:

CWS-640

DATE:

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Page 6: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

40" MAX. SINGLE -

DOOR WIDTH

37 5/8" MAX.

PANEL WIDTH

26 5/8"

GLASS DLO

81"

MAX.

UNIT

HEIGHT

a

79 3/16"

PANEL

HEIGHT

68 /16"

GLASS

DLO

36 3/16" MAX.

SIDELITE WIDTH

33 5/8" MAX.

PANEL WIDTH

81"

MAX.

UNIT

HEIGHT

78 5/8"

SIDELITE

HE GHT

67 5/8"

SIDELITE

GLASS

DLO

I I

1i

'FLUSH

BOLT

7

0

X

SEE

NOTE 4

SHTl

SINGLE DOOR

- 225/8" -GLASS DLO

.

81/2"

-f21 5/16"

_1

Illi81/2"

NOTE:

HINGE SPACINGS

ARE 8-1/2" FROM

ENDS AND 21-5/16"

MAX. O.C. UP TO

81" UNIT HEIGHT.

151 3/8" MAX UNIT WIDTI I

79" MAX. FRENCH DOOR WIDTH

- 37 5/8" MAX. -

PANEL WIDTH

X Qi

SEE

NOTE 4

SHT 1

i1 ii

1-_

Q X

FRENCH DOOR w/SIDELITES

FLUSH

BOLT

- 26 5/8" -

GLASS DLO

0

37 5/8" MAX.

PANEL WIDTH

26 5/8"

GLASS DLO

f A81"

MAX.

UNIT

HEIGHT

79 3/16"

PANEL

HEIGHT

68 3/16"

DOOR

GLASS

DLO

A

I--

68 3/16" |GLASS

DLO

1 1

A

79 3/16"

DOOR

PANEL

HEIGHT

79" MAX. FRENCH DOOR WIDTH

IM

FLUSH

BOLT

X e® X-4 .4

SEE

NOTE 4

SHTl

11

FRENCH DOOR

36 3/16" MAX.

SIDELITE WIDTH

33 5/8" MAX.

PANEL WIDTH

f A81"

MAX.

UNIT

HEIGHT

78 5/8"

SIDELITE

HE GHT

67 5/8"

SIDELITE

GLASS

DLO

- 22 5/8" -

GLASS DLO

0

36 3/16" MAX.

SIDELITE WIDTH

33 5/8" MAX.

PANEL WIDTH

22 5/8"

GLASS DLO

f .81"

MAX.

UNIT

HEIGHT

78 5/8"

PANEL

HE GHT

112 3/8" MAX. UNIT WIDTH

$

- 37 5/8" MAX. -

PANEL WIDTH

X

67 5/8"

GLASS

DLO

li

FLUSH

BOLT

- 26 5/8" --

GLASS DLO

SIDELITE

SINGLE DOOR w/SIDELITES

0

0

40" MAX. SINGLE

DOOR WIDTH

68 3/16"

DOOR

GLASS

DLO

79 3/16"

DOOR

PANEL

HEIGHT

(05=2=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

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Page 7: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

HEIGHT

78

84

90

97

18

+70.0 / -140.0

+70.0 / -140.0

+70.0 / -137.1

+70.0 / -126.2

SIDEL

24

+70.0 / -126.2

+70.0 / -115.7

+70.0 / -106.8

+70.0 / -98.0

ITE

30

+70.0 / -101.9

+70.0 / -96.6

+70.0 / -88.8

+70.0 / -81.3

36 3/16

+70.0 / -70.0

+70.0 / -70.0

+70.0 / -70.0

+70.0 / -70.0

29 1/2

+70.0 / -116.0

+70.0 / -106.0

+70.0 / -97.6

+70.0 / -89.3

WIDTH

XSINGLE

31 1/2

+70.0 / -110.2

+70.0 / -100.6

+70.0 / -92.5

+70.0 / -84.5

DOOR

37 1/2

+70.0 / -79.8

+70.0 / -79.8

+70.0 / -79.8

+70.0 / -73.5

40

+70.0 / -70.0

+70.0 / -70.0

+70.0 / -70.0

+70.0 / -70.0

59 1/2

+70.0 / -113.7

+70.0 / -103.9

+70.0 / -95.6

+70.0 / -87.4

)0< FRENCH

63 1/2

+70.0 / -108.3

+70.0 / -98.8

+70.0 / -90.8

+70.0 / -82.9

DOOR

71 1/2

+70.0 / -85.5

+70.0 / -85.5

+70.0 / -82.8

+70.0 / -75.5

WHEN DOO RS ARE ASSEMBLED WITH SIDELITES, THE LESSER OF THE SIDELITE PRESSURE OR DOOR PRESSURE FROM THE -ABLES ABOVE SHALL APPLY.

71

72

./1

J-l

.

r

1" OVERALL

79

+70.0 / -70.0

+70.0 / -70.0

+70.0 / -70.0

+70.0 / -70.0

3/16" TEMPERED

5/8" AIRSPACE

- 3/16" TEMPERED

r., SIKA - SIKAFLEX 552 or

HENKEL - PURFECT GLAZE "H"3/4" GLASS BITE

C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

Z

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1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

COMPARATIVE ANALYSIS

AND GLAZING DETAIL

DRAWN BY:

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ADE

SCALE:

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Page 8: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

*

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INTERIOR

SECTION VIEW B-B

MORTISE LOCK w/ FLUSH BOLT *

\1=

ITEMS NOT SHOWN FOR CLARITY:

10-12,13,15-17,22,43,48,54,57-58

ITEMS NOT USED IN VERSION SHOWN:

2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65-66,72,76

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C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

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

1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

SECTION VIEWS

SINGLE DOOR

DRAWN BY:

DWG #:

ADE

CWS-640

SCALE:

1:2

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Page 9: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

7

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61 35

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19

NOTE: VERTICAL SECTION SIMILAR

TO SINGLE DOOR, SEE SHEET 5

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35 65 41 66 (*) 14

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© * 20 13* (E) *

SECTION VIEW C-C

ITEMS NOT SHOWN FOR CLARITY:

10-13,15-17,22,26-28, 36-39,43,54,57

ITEMS NOT USED IN VERSION SHOWN:

8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76

d-4 11 4-9.

1

35 61 ftIr=1 <1

* 18 * 23 24 44 67

C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

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

1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

SECTION VIEWS

FRENCH DOOR

DRAWN BY:

DWG #:

ADE

CWS-640

SCALE:

1:2.5

@CO

LU

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0

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Page 10: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

11

11

p

*

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INTERIOR

:Z

15 1 4 r,U08 1

SECTION VIEW D-D

«

t

'*7r_»

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ITEMS NOT SHOWN FOR CLARITY:

10-11,16,22,28,43,57

iii

1

53 62 INTERIOR

\----- »l ...

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* (38) (32)

SECTION VIEW E-E

- SEALANT APPLIED TO

ADJOINING FACES* 8@ BY INSTALLER

.1©

el 44' :3**=C-'3LS

*SEALANT APPLIED TO - -

ADJOINING FACES

BYINSTALLER

ITEMS NOT USED IN VERSION SHOWN:

1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76

.li

#10 HEX WASHER HEAD TEK

JOINING DOOR FRAME TO SIDELITE.

6" FROM TOP AND BOTTOM

17" MAX. O.C

#10-24 x 1 -3/4" TYP E F

THRU HINGE INTO SIDELITE AT EACH HINGE.

SEE SHEETS 1&3 FOR HINGE SPACING.

1'

\

7

tt

7.3 21

GJL/4C

C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

Z

LU

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

1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

SECTION VIEWS

ATTACHED SIDELITE

DRAWN BY:

DWG #:

@CO

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Page 11: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

ITEM

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

32

32

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

PART #

H-1833

H-1857

H-1858

H-1860

H-1861

H-1878

H-1880

H-1881

H-1900

P-3039

P-3503

P-3511

P-3587

P-3767

P-4146

P -4278

P-4522

P-47748

P-4790

P-4794

P-4802

P-4807

P-4808/P4809

P -4814

P-4863

P-4864

P-4866A

P-4871

P-4885

P-4886

P-4851

P-4884

P-4901

P-4902

P-4903

P-4905

P-4913

P-4917

P-4918

P-4922

P-4925

P-4926

P-4927

P-4930

P-4933

P-4934

P-4936

P-4937

P-4969

P-4997

P-5127

P-5130

DESCRIPTION

MAIN FRAME, HEAD

ASTRAGAL, INACTIVE, FD, PVC

ASTRAGAL, ACTIVE, FD, PVC

PARTS LIST

REINFORCEMENT, VERT.

REINFORCEMENT, HORIZ.

MAIN FRAME, SILL

MAINFRAME, JAMB

MAINFRAME, SIDELITE @ DOOR

MAINFRAME, SIDELITE @ JAMB, HEAD, SILL

SETTTING BLOCK, 1/8 X 1 X 2

SIAKFLEX 552 or PURFECT GLAZE "H"

SCREW #8 X 1 /2" PH TRUSS SS @ ASTRAGAL CAP

SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT

SCREW #8 X 1 ", PH FLAT TEK @ ASTRAGAL, INSERT, LOCK

SCREW, #10 X 1 " HEX HEAD, TEK @ SIDELITE

SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM

FUZZY PAD, .200" x 1.250" W/ADHESIVE

#10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL

WSTP, BULB/LEAFS, PANEL

FLUSH BOLT, ASSM, TOP/BTM

SCREW #8 x 5/8" SQ. FLAT TEK @ INSERT ATTACH

ALL THREADED ROD (TIE ROD)

HINGE, GUIDE

HINGE, SET

WSTP,.50X750 FOLDED BULB SEAL, @ SIDELITE

LOCK STRIKE PLATE

RHINO STRIKE PLATE

GUIDE, TIE ROD

TIE ROD BRACKET

SHOOT BOLT, TOP

SHOOT BOLT, BOTTOM

LOCKBAR, INACTIVE, 8 FT

LOCKBAR, MULTI-POINT, 5PT, 8 FT

LOCKBAR, MULTI-POINT, 4PT, 6'8 FT

LOCKBAR, INACTIVE, 6'8 FT

HANDLE SET, ACTIVE

HANDLE SET, INACTIVE

WSTP,.50X50 FOLDED BULB SEAL, @ DOOR

CAP, ASTRAGAL, OUTSIDE

GUIDE, FLUSH BOLT, INACTIVE PNL

COVER, INTERIOR, FLUSH BOLT

CAP, ASTRAGAL, INSIDE

SHIM, SIDELITE, DOOR SHIPPING BLOCK

GUIDE, FLUSH BOLT

SCREW, #10 X 1 -1 /4" HEX HEAD TEK @ SIDELITE ATTACH

NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL

SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE

DOOR KNOB, ACTIVE PANEL *

DEADBOLL ACTIVE PANEL *

SCREW, #10 X 2" REINF. ATTACH.

STRIKE, DEADBOLT

SCREW, #12 X 2", PH PAN, SMS, ANCHOR

GASKET, DOOR SILL, FRONT

* ALTERNATE APPROVED LOCKSETS:

PAMEX GRADE 2 LOCKSET AND DEADBOLT

MATERIAL

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

NYLON

ZINC

NYLON

NYLON

NYLON

NYLON

NYLON

FOAM

VENDOR

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

FRANKLOW E

SIKA - HENKEL

FASTENAL

FASTENAL

FASTENAL

FASTENAL

FASTENAL

ULTRAFAB

FASTENAL

AMESBURY

SULLIVAN

FASTENAL

McMASTER

HOPPE

HOPPE

AMESBURY

PADDOCK

PADDOCK

M&M

SULLIVAN

PADDOCK

PADDOCK

PADDOCK

PADDOCK

PADDOCK

PADDOCK

PADDOCK

PADDOCK

SCHELGEL

M&M

M&M

M&M

M&M

M&M

M&M

FASTENAL

McMASTER

FASTENAL

DELANY

DELANY

FASTENAL

PADDOCK

FASTENAL

HO PRODUCTS

ITEM

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

PART #

P-5131

P-5134

P-5151

P-5157

P-5158

P-5172

P-5174

P-5186

S-1783

S-1784

S-1806

S-1816

S-1817

S-1840

S-1849

S-1859

S-1864

S-1865

S-1915

S-1916

S-6083

S-6083

S-6084

H-1888

GLASS

H-1862

P-4887

PARTS LIST

DESCRIPTION

GASKET, DOOR SILL, BACK

SCREW, #10 X 1 -3/4" FLAT SQUARE TYPE F @ HINGE

GASKET, SIDELITE

SCREW #10-24 x 1/2", Fl Undercut PH, 18-8SS @ KEEPER

BOTTOM SEAL

WSTP, .370 X.187, TRI FIN, BLACK

SCREW #8 X 3/4" HEXWASHER HEAD, @ FRAME

SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER

THRESHOLD, HIGH RISE

INSERT, REINFORCEMENT

COVER, JAMB, ANCHOR

COVER, JAMBS, HEAD,SILL, SIDELITE

DRIP CAP

COVER, HEAD, ANCHOR

INSERT, INACTIVE PNL, LOCK HARDWARE

COVER, ASTRAGAL, FD

INSERT, FRONT, BTIVI ATTACH SILL

INSERT, BACK, BTIVI ATTACH SILL

BASE, SWEEP

DRIP COVER, SWEEP

PANEL, TOP/B™ RAIL, SIDES - DOOR

PANEL, TOP/B™ RAIL, SIDES - SIDELITE

GLAZING BEAD (1")

REINFORCEMENT, VERT, SINGLE DOOR

SEE SHEET 4

REINFORCEMENT, VERT

MORTISE LOCK

HEAD

MATERIAL

FOAM

FOAM

RUBBER

SS

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

ALUM

PVC

PVC

PVC

ALUM

ALUM

VENDOR

HO PRODUCTS

FASTENAL

HO PRODUCTS

FASTENAL

TEAM

ULTRAFAB

FASTENAL

FASTENAL

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

KEYMARK

MIKRON

MIKRON

MIKRON

KEYMARK

KEYMARK

PADDOCK

SILL

ALL FRAMES ARE MECHANICALLY FASTENED

C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

Z

LU

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Stz-2/5/2016

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

1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

DRAWN BY:

DWG #:

ADE

CWS-640

SCALE:

1:1

BOM

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Page 12: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

1

17/16"

49/16"

tr-«

0-lsDOOR HEAD-1833

49/16"

- 1/16"

fn

11-ilr==:=1*21=» - - 1/16"

19/16"

21/2"

DOOR SILL-1878

49/16"

-12) rl' € 1[rl--®-5-13·

1 f -- 1/16"DOOR JAMB-1880

21/16"--Ul)

Jril

49/16"

SIDELITE-1881

2"

51/2"

-*-- 13/4" -

B F

7-1

I-.

.rl-

- 5/16"

PVC DOOR PANEL - 6083

-- 11/2" --

215/16"

/- 1/16"Lj

REINFORCEMENT - 1861

-- 11/2" 1i--® . 2in=

- -1/16" l5--

49/16" -

--1- 1/16"

MLLSIDELITE-1900

NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM

21 5/16"

j

-1/16"

REINFORCEMENT-1860

- 3. -

ASTRAGAL COVER-1859

71

72

45,16"

45,16"

L_j1 1

23/4"

f13/16"

L

27/16"

THRESHOLD-1783

- 1/16"

REINFORCEMENT - 1857

lu

25/8"

1 S<©111-1/16"

FRAME COVER - 1806

- 1/16"

1- 23/8"-

- 1 14 1/16" 2 »*3/4"

r

SIDELITE COVER - 1816

- 1/16"

REINFORCEMENT - 1858

- 11/2" -

l . @215/16"

-1 - 1/16"L-j

REINFORCEMENT - 1862

A#-- 13/4" -4

1 1

-- 1/16" 11/8" 11

_L__4 *L-- 1/8"

INSERT, INACTIVE PNL -1849

115/16"

3/4' - 1--=-ns-2, 4 £5-1----

- 1/16"

BASE SWEEP - 1915

- 1 9/16"-113/16" 6 1 CJ--*

§C 1/16"

INSERT, BACK - 1865

9/16"

t

11/16"I - 1/16"

INSERT, FRONT - 1864

5/8" -*1-1 L_111 U

L-1/16"

HEAD COVER - 1840

5/8" -

_L_ *---46

7-FILLER - 1784

5/8" -

11/16" -

_L___rL- -

PVC GLAZING BEAD - 6084

-11/8"-

A5/8" 63- 1/16"

DRIP CAP - 1817

3/4'

13/16" L 1/1 6"DRIP COVER - 1916

*

C=f=.ESWINDOW SYSTEIMS

1900 SW 44TH AVE.

OCALA, FLORIDA 34474WWW.CWS.CC

8700/10/50 PVCSWING DOOR

NON-IMPACT

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LU

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if: No 58201 < 13%-*E :*E

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2/5/2016

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

1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

SHEET DESCRIPTION:

DRAWN BY:

DWG #:

EXTRUSIONS

ADE

CWS-640

SCALE:

1:2

(D

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Page 13: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY.

4" (TYP.)

4" (TYP.)

6" MAX (TYP.)

17"

MAX. O.C.

(TYP.)

-

X

1 1

DOOR

NOTES:

1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.

4" (TYP.)

4" (TYP.)

6" MAX (TYP.)

17"

MAX. O.C.

(TYP.)

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 12.

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 THEMINIMUM SPECIFIED IN TABLE 1, SHEET 12.

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 - 1X BUCKS AREOPTIONAL.

7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 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 TABLEl, SHEET 12. 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)

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SHEET DESCRIPTION:

ANCHOR SCHEDULE AND

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Page 14: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

17"

MAX. O.C.

(TYP.)

0

* CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY.

ANCHOR @ MIDSPAN (TYP.)

6" MAX. (TYP.) . -

6" MAX. (TYP.)

A

SIDELITE

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6" MAX. (TYP.) - -

6" MAX. (TYP.)

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Page 15: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

SUBSTRATE BY OTHERS-

SEE TABLE 1

PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

TYPICAL HEAD ANCHORAGE

. .1

lilliS

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CONTINOUS DBL 1/4" BEADS OF SEALANT

AROUND PERIMETER AT ALL INDICATED

POINTS BETWEEN FRAME AND SUBSTRATE

BY INSTALLER.

PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

SUBSTRATE BY OTHERS-

SEE TABLE 1

SUBSTRATE TYPE

CONCRETE (2.85 KSI MIN.)

GROUT-FILLED CMU (ASTM C-90)

2XMIN. SOUTHERN PINE (G=0.55)

2XMIN. SOUTHERN PINE (G=0.55)

16 GAUGE (0.060") MIN.

STEEL STUD (33 KSI YIELD MIN)

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

1/8" STEEL (33 KSI MIN.)

lili \ In Mil

(-(-) VERTICAL SECTION15,7 TYPICAL SILL ANCHORAGE

MIN. EDGE DIST.

SEE TABLE 1

MIN. EMBEDMENT

SEE TABLE 1

- 1/4" MAX SHIM

INTERIOR

INSTALLATION ANCHOR

SEE TABLE 1

MIN. EMBEDMENT

SEE TABLE 1

TABLE 1: APPROVED INSTALLATION FASTENERS

HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.)

HINGE ANCHORS INTO GROUT-FILLED CMU

(ASTM C-90)HINGE ANCHORS INTO 2XMIN. SOUTHERN

PINE (G=0.55)HINGE ANCHORS INTO 16 GAUGE (0.060") MIN.

STEEL STUD (33 KSI YIELD MIN)

HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR

1/8" STEEL (33 KSI MIN.)

ANCHOR TYPE

1/4" E LCO ULTRACON

1/4" E LCO ULTRACON

1/4" ELCO ULTRACON

#12 WOOD SCREW

#12-14 HILTI KWIK-FLEXOR ITW

TEKS SELF-DRILLING SCREW

#12 GRADE 5 SELF-TAPPING /

DRILLING SCREW

3/16" ELCO ULTRACON

3/16" ELCO ULTRACON

#10 WOOD SCREW

#10-16 HILTI KWIK-FLEXOR ITW

TEKS SELF-DRILLING SCREW

#10 GRADE 5 SELF-TAPPING /

DRILLING SCREW

MIN. EDGE DIST.

SEE TABLE 1

MIN. EMBEDMENT

1"

1 -3/4"

1 -3/8"

1 -3/8"

FULL THREAD

THRU 0.060"

FULL THREAD

THRU 0.125"

1- 3/4"

1- 1/4"

1 -3/8"

FULL THREAD

THRU 0.060"

FULL THREAD

THRU 0.125"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

7/8"

7/8"

7/8"

MIN. EDGE DIST.

1/2"

1/2"

1/2"

1/2"

INTERIOR -. 1/4" MAX. SHIM

· · MIN. EMBEDMENT

SEE TABLE 1

5MN;NDOPUESRWW+C,4 BAETAASL *57624-EADNTPOINTS BETWEEN FRAME AND SUBSTRATE \, BY INSTALLER. *t'\ ,=1«

MIN. EDGE DIST.

SEE TABLE 1

1INSTALLATION ANCHOR

SEE TABLE 1

HINGE ANCHOR

SEE TABLE 1

HINGE MIN. EDGE DIST.

PERIMETER SEALANT BY INSTALLER -INSIDE AND OUT I INGE MIN. EMBEDMENT

SEE TABLE 1SUBSTRATE BY OTI I[RS

SEE TABLE 1/»'\ HORIZONTAL SECTION41* TYPICAL JAMB / HINGE ANCHORAGE

213/16"

ANCHORS THRU

HINGE (TYP.)

21 5/16" MAX.

SEE NOTE

NOTE:

HINGE SPACINGS ARE:

8-1/2" FROM ENDS

21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT.

20" MAX. O.C. FOR OVER 81" UNIT HEIGHT.

-- 81/2" (TYP.)

1-

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Page 16: ASTM E1300-04 AAMA/WDMA/CSA/101/I.S.2/A-440-05 2005 ... · Florida Building Code Online

SUBSTRATE BY OTHERS-

SEETABLEl,SHT 12

PERIMETER SEALANT

BYINSTALLER

INSIDE AND OUT

TYPICAL HEAD ANCHORAGE INTERIORI--

MIN. EDGE DIST.

SEE TABLE 1, SHT 12CONTINOUS DBL 1/4" BEADS OF SEALANT --AROUND PERIMETER AT ALL INDICATED

POINTS BETWEEN FRAME AND SUBSTRATE

'1 111f»l ETABLE=124 BY INSTALLER.

7' r INSTALLATION ANCHOR

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PERIMETER SEALANT BY INSTALLER

INSIDE AND OUT

SUBSTRATE BY OTI I[RS

SEETABLEl,SHT 12

1/4" MAX. SHIM

• • MIN. EMBEDMENT

SEE TABLE 1, SHT 12

C///// r53//MIN. EDGE DIST.

SEE TABLE 1, SHT 12

91 l i-ll'/«-6-h HORIZONTAL SECTION13«j TYPICAL JAMB / HINGE ANCHORAGE

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1239 JABARA AVE.

NORTH PORT, FL 34288PH. 941-380-1574

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