ADVERTISEMENT: The NOA nuinber preceded by the words Miami ... · This NOA revises and renews NOA#...

MIAMI·DADE]10 MIIAMI-DADE COUNTY

PRODUCT CONTROL SECTION

DEPARTMENT OF REGULATORY AND ECONOAIIC RESOURCES (RER) 11805 SW 26 Street, Room 208BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 15-2590 F (786) 3 15-2599

NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economy

US Ahiminum, Inc. - Division of C.R. Laurence Co., lIne.7500 NW 69" Avenue

Miami, FL 33166

SCOPE:

This NOA is being issued under the applicable rules and regulations governing the use of constructionmaterials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the AuthorityHaving Jurisdiction (AHJ).

This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product ControlSection (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rightto have this product or material tested for quality assurance purposes. If this product or material fails toperforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ mayimmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RERreserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product ControlSection that this product or material fails to meet the requirements ofthe applicable building code.This product is approved as described herein, and has been designed to comply with the Florida BuildingCode, including the High Velocity Hurricane Zone.

DESCRIPTION: Series "DHS-500" Aluminum Stoi'efront System - L.M.I.

APPROVAL DOCUMENT: Drawing No. W02-27, titled"US Aluminum Series 'DHS-500' StorefrontSys.-(L.M.I.)", sheets 1 through 11 of 11, dated 03-29-02, with revision G dated 02/11/14, prepared by AlFat'ooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County ProductControl Revision stamp with the Notice of Acceptance number and expiration date by the Miami-DadeCounty Product Control Section.

MISSILE IMPACT RATING: Large and Small Missile Impact Resistant

LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwisenoted herein.

RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beenno change in the applicable building code negatively affecting the performance ofthis product.

TERMINATION of this NOA will occur after the expiration date or if there has been a revision or changein the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsementof any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failureto comply with any section of this NOA shall be cause for termination and removal ofNOA.

ADVERTISEMENT: The NOA nuinber preceded by the words Miami-Dade County, Florida, andfollowed by the expiration date may be displayed in advertising literature. If any portion of the NOA isdisplayed, then it shall be done in its entirety.

INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or itsdistributors and shall be available for inspection at thejob site at the request of the Building Official.This NOA revises and renews NOA# 11-0927.06 and consists of this page 1 and evidence pages E-1, E-2and E-3, as well as approval document mentioned above.The submitted documentation was reviewed by Manuel Perez, P.E.

' 7":r-r77*y=177-iT?:. .6*MIAMI·DADE COUNTYN, 1 3 ju /

NOA No. 14-0331.02

Expiration Date: May 20,2019

Approval Date: May 08, 2014

US Aluminum, Inc. - Division of C.R. Laurence Co., Inc.

NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED

A. DRAWINGS

1. Manufacturer's die drawings and sections.2. Drawing No. W02-27, titled "US Aluminum Series "DHS-500" Storefront Sys

(L.Mi)", sheets 1 through 11 of 11, dated 03/29/02, with revision G dated 02/11/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.

B. TESTS

1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-942) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94

3) Water Resistance Test, per FBC, TAS 202-944) Large Missile Impact Test per FBC, TAS 201-945) Cyclic Wind Pressure Loading per FBC, TAS 203-94

along with marked-up drawings and installation diagram of series DHS-500 aluminumwindow wall/storefront system, prepared by Fenestration Testing Laboratory, Inc.,

Test Report No. FTL-6554, dated 07/08/11, signed and sealed by Marlin D. Brinson,P.E.

(Submitted linder previous NOA No. 11-0927.06)2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94

2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-943) Water Resistance Test, per FBC, TAS 202-944) Large Missile Impact Test per FBC, TAS 201-945) Cyclic Wind Pressure Loading per FBC, TAS 203-94

along with marked-up drawings and installation diagram of series DHS-500-1aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc.,

Test Report No. FTL-6075, dated 10/19/09, signed and seated by Julio E. Gonzalez,P.E.

(Submitted wider previous NOA #10-0308.02)3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94

2) Unifolin Static Air Pressure Test, Loading per FBC TAS 202-943) Water Resistance Test, per FBC, TAS 202-944) Large Missile Impact Test per FBC, TAS 201-945) Cyclic Wind Pressure Loading per FBC, TAS 203-94

along with marked-up drawings and installation diagram of series DIIS-500-1aluminum storefront system, prepared by Fenestration Testing Laboratory, Inc., TestReport No. FTL-5662, dated 06/19/08, signed and sealed by Carlos Rionda, P.E.(Submitted mider previous NOA #09-0218.05)

E-1

/ Manuel ]Sre4 P.E./ Product Contr#Exa*iner

NOA N&.1*0531.02

Expiration Date: May 20,2019Approval Date: May 08, 2014



B. TESTS (CONTINUED)

4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-942) Uniform Static Air Pressure Test, Loading per FBC TAS 202-943) Water Resistance Test, per FBC, TAS 202-944) Large Missile Impact Test per FBC, TAS 201-945) Cyclic Wind Pressure Loading per FBC, TAS 203-94

along with marked-up drawings and installation diagram of series DHS-500 aluminumwindow wall system, prepared by Fenestration Testing Laboratory, Inc., Test ReportNo. FTL-4115, dated 03/24/04, signed and sealed by Edmundo Largaespada, P.E.

(Submitted under previous NOA #04-0331.02)5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94

2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-943) Water Resistance Test, per FBC, TAS 202-944) Large Missile Impact Test per FBC, TAS 201-945) Cyclic Wind Pressure Loading per FBC, TAS 203-94

along with marked-up drawings and installation diagram of series DHS-500 aluminumwindow wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report

No. FTL-4042, dated 01/26/04, signed and seated by Edmundo Largaespada, P.E.(Submitted under previous NOA #04-0331.02)

C. CALCULATIONS:

1. Anchor verification calculations and structural analysis, complying with FBC-2007

and FBC-2010, prepared by Al-Farooq Corporation, dated 09/15/11, signed and sealedby Javad Ahmad, P.E.(Submitted under previous NOA No. 11-0927.06)

2. Glazing complies with ASTM E1300-04

D. QUALITY ASSURANCE

1. Miami-Dade Department ofRegulatory and Economic Resources (RER)

E. MATERIAL CERTIFICATIONS

1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.

2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.for their *1)uPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.

3. Notice of Acceptance No. 13-0814.01 issued to Oldcastle Glass Inc. for their"StormGlassTM Glass Interlayer", dated 10/24/13, expiring on 12/11/18.

E-2

r

/ Mamlel PereCE.E.i Product Control ]*intiner

NOA No. 14331.02Expiration Date: May 20,2019

Approval Date: May 08,2014



F. STATEMENTS

1. Statement letter of conformance, complying with FBC-5'b Edition (2014), issued byAl-Farooq Corporation, dated May 1,2014, signed and sealed by Javad Ahmad, P.E.

2. Statement letter of conformance with the FBC-2007 and FBC-2010, and of nofinancial interest, dated December 05,2011, signed and sealed by Javad Ahmad, P.E.(Submitted under previous NOA No. 11-0927.06)

G. OTHERS

1. Notice of Acceptance No. 11-0927.06, issued to US Aluminum, Inc. - Division ofC.R. Laurence., Inc. for their Series "Delta Doors DHS-500" Aluminum Storefront

System, approved on 12/15/11 and expiring on 05/20/14.

E-3

, tuManuel Pe,*, P.E.

Product Control Ex#minerNOA No. 14,#331.02

Expiration Date: May 20,2019

Approval Date:

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SEE SHEET 2

WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERLOADS TO THE STRUCTURE.

DO ESZ

<0:'00

US ALUMINUM SERIES 'DHS-500'

ALUMINUM WINDOW WALL STOREFRONT SYSTEM

THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE

COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS.

LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL

WILL APPLY TO ENTIRE SYSTEM.

CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.

THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH

VELOCITY HURRICANE ZONE (HVHZ).

ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.

ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILSARE NOT PART OF THIS APPROVAL.

A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.

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A

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11

MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTOCONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTSOF THE FLORIDA BLDG. CODE.

17" MAX.

HEAD/SILL

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TYPICAL ELEVATIONS

11 11

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411

ANCHORS TYPE A, 8 OR C*-2, 3 OR 4 AT EACH SIDE OF MULL

SEE SHEET 4

THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT.

SHUTTERS ARE NOT REQUIRED.

INSTRUCTIONS:

USE CHARTS AS FOLLOWS.

STEP 1

STEP 2

STEP 3

STEP 4

STEP 5

DETERMINE DESIGN WIND LOAD REQUIREMENT BASED

ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONEUSING APPUCABLE ASCE 7 STANDARD.

SEE CHARTS ON SHEET 2 FOR DESIGN LOAD

CAPACITY OF DESIRED GLASS SIZE.

CHECK MULUON CAPACITY FOR A GIVEN SPACING AND

HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT

MULLION AND SHEETS 5&6 FOR DOOR MULUON.

THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.

USING CHARTS ON SHEET 4 FOR STOREFRONT MULLION

AND CHARTS ON SHEETS 5&6 FOR DOOR MULLION

SELECT ANCHOR OPTION WITH DESIGN RATING MORE

THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE.

THE LOWEST VALUE RESULTING FROM STEPS 2, 3

AND 4 SHALL APPLY TO ENTIRE SYSTEM.

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D.L.O. WIDTH

28

32"

36.

40"

44"

48"

52=

56'

60

28"

32"

36

40"

44

48"

52"

56"

60

28"

32"

36"

40-

44"

48"

52"

56"

60'

28"

32'

36'

40

44'

48"

52"

56"

60'

28"

32"

36"

40"

44"

48"

52

56'

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32"

36'

40"

44"

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52'

56"

60"

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D.L.0. HEIGHT

60'

66'

72'

78

84"

90'

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

GLASS TYPES

T &'B'

EXT.(t) INT.(-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

GLASS

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EXT.(+)

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

TYPE

INT.(-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

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EXT. (+)

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

TYPE

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

D.L.0. WIDTH

28'

32'

36"

40"

44'

48

52"

28=

32'

36'

40"

44'

28"

32"

36"

40"

44"

48"

28'

32"

36

40"

44"

44-1/4"

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D. L.0. HEIGHT

96'

102"

108"

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GLASS

'A' &

EXT. (+)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

D.L.0. WIDTH

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INT.(-)

130.0

130.0

130.0

130.0

130.0

130.0

127.8

130.0

130.0

130.0

130.0

130.0

129.4

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

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120.0

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120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

120.0

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TYPE

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130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

GLASS

'D

EXT.(+)

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

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80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

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dZ

3

00

88

8E8=

0-

-

-

8g

2gE0

0 v

CD

CK

rg

W £

0

5

5 1

4>

----

' drawing no.

W02-27

(sheet 2 of 11 ]

02

Z

0

e'

NOMINAL DIMS.

WIDTH (W) FRAME HEIGHT

32"

36'

40"

44'72'

48'

52=

56"

60=

32"

36'

40"

4478

48'

52'

56

60'

32

36

40"

44"84"

48'

52"

56

60'

32"

36'

40"

4490"

48"

52'

56"

60'

32"

36'

40"

44"96.

48"

52"

56"

60"

32"

36'

40' 98"

44'

48"

52"

56"

80.0

80.0

80.0

80.0

100.0

100.0

100.0

100.0

JAMB & MULLION LOAD CAPACITY - PSF

JAMB & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS

JAMB

'Jl'

EXL (+)INT. (-)

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

MULLION

'Ml'

EXT. (+)INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

96.5

91.0

86.5

40.0

100.0

100.0

95.4

88.1

82.1

77.2

40.0

40.0

100.0

90.7

82.5

76.0

70.7

40.0

40.0

40.0

96.5

86.6

78.8

72.5

67.4

MULLION

'M2'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130,0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

125.1

118.3

112.5

MULLION

'M3'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

129.5

130.0

130.0

130.0

130.0

130.0

130.0

MULLION

'M4'

EXT. (t)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

MULLION

'M5'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

Ix IN-4

4.5896

32"

36"

40'

44"

48'

52"

NOMINAL DIMS.

WIDTH (W)

32'

36"

40'

44"

48»

52"

56'

FRAME HEIGHT

120"

ALUMINUM

STEEL

TOTAL11 Al-UU + Ix STL X 2.9

11

(Of) 6..Y

JAMB '11'

Sx IN-3

1.7941

32"

36"

40"

44"

48"

32"

36-

40"

44=

48"

6

102"

108'

114

MULLION 'M2'

Ix IN-4

4.7649

3.397

14.615

3

MULLION 'Mi'

Ix IN-4

4.7649

Sx IN-3

1.8627

13

3

JAMB

'Jl'

EXT. (+)INT. (-)

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

78.1

72.4

Sx IN-3

1.8627

1.469

MULLION

'Ml'

EXT. (+)

INT. (-)40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

37.6

40.0

40.0


JAMB & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS

40.0

40.0

40.0

40.0

40.0

6

MULLION

'Me'

EXT. (+)INT. (-)

130.0

130.0

121.6

111.7

103.5

96.7

ALUMINUM

STEEL

TOTALIx ALUM + tx Sll X 2.9

130.0

130.0

130.0

126.1

117.0

109.5

103.2

97.7

89.5

82.7

99.6

92.2

128.2

107.8

130.0

119.8

108.7

MULLION 'M3'

Ix IN-4

4.7649

4.157

16.8202

MULLION

'M3'

EXT. (+)INT. (-)

130.0

130.0

130.0

126.1

118.8

119.1

111.3

125.1

114.7

106.2

130.0

124.1

112.4

103.0

95.3

Sx IN-3

1.8627

1.798

STEEL REINFORCING LENGTHS

130.0

130.0

130.0

130.0

130.0

128.5

130.0

130.0

3

MULLION

'M4'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

122.3

130.0

130.0

130.0

126.0

116.7

130.0

130.0

123.6

113.2

104.7

6

MULLION'MS'

EXT. (+)INT. (-)

130.0

130.0

130.0

fij

MULLION '1!4'

ALUMINUM

STEEL

TOTALIx ALUM + 5 STL X 2.9

FRAME HEIGHTS

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

126.7

117.1

«

Ix IN-4

4.7649

4.730

18.482

e::

Wl W2 V/3

WIDTH (W)AT FRAME JAMB

WIDTH (W) =AT FRAME MULUON

Sx IN-3

1.8627

2.046

En jr: JAVAD AHMADCML

FLA. PE # 70592C.A.N. 3538

:, 11<3<itj},{.i

W1

6

W2 + W3

2

ALUMINUM

STEEL

TOTALIx ALUM + Ix STL X 2.9

«

:85>

MULLION 'M6'

PRODUCT REVISEDas complying with the FloridaBuilding CodeAcceptance NoExpiration Date

Ix IN-4

4.7649

5.490

20.6869

ByMiami Dade Product Control

0-N

3

Sx IN-3

1.8627

2.374

CD

I

W

E

53

E..

C

E3

=E

S

22

Cd

iE

EN

i8

0593 -0

02

fo

Z

0, $Z

@

O@ 8OO U.08 08 80@WH 80&<84

-10 <J

4 Sl E W

C

0

·C

IJ

kIL

e

Ei

08

g:§3=0

4,=U

88

89

8=

6 75 4

00

d0 0

.0

8 .C

0 kL

0

-.3(08Eof(01

6 0 - n.

E *32

eo=.

0.284210 A2#i

00

@

0

0 0

§5m

W%

Or-

--

-

88

W LL

0

K AI. JO

2 .I _11' J

drawing no.

W02-27

{sheet 3 of 11)

0

01

32

@

W

Z

N

0

D

NOMINAL DIMS.

WIDTH (W)

32=

36'

40=

44'

48'

52"

56'

60=

32=

36"

40"

44

48

52=

56

60'

32

36"

40"

44'

48'

52"

56

60'

32"

36

40"

44"

48'

52"

56'

60'

32"

36'

40'

44

48'

52"

56"

60'

32"

36"

40'

44"

48"

52"

56"

FRAME HEIGHT

72"

78

84"

90"

96"

98"

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0


JAMB & MULLIONS WITH INTERMEDIATE HORIZONTALS

JAMB

'11'

EXT. (+)INT. (-)

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

MULLION

'Ml'

EXT. (t)INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

98.9

96.2

89.4

83.4

100.0

100.0

100.0

97.1

100.0

100.0

100.0

100.0

89.0

82.2

76.3

40.0

100.0

100.0

92.2

83.8

76.8

70.9

40.0

40.0

100.0

89.2

80.3

73.0

66.9

40.0

40.0

40.0

96.1

85.4

76.9

69.9

64.0

MULLION

'M2'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

128.1

130.0

130.0

130.0

130.0

130.0

128.8

119.6

111.6

130.0

130.0

130.0

130.0

122.6

113.2

105.1

98.1

MULLION

'MS'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

128.4

130.0

130.0

130.0

130.0

130.0

130.0

121.0

112.9

MULLION

'M4'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

124.0

1

MULLION

'1!6'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

JAMB 'Jl'

Ix IN-4

4.5896

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

Sx IN-3

1.7941

WIDTH (W)

32"

36'

40"

44'

48'

52"

56"

32

36"

40'

44"

48"

52'

32"

36"

40"

44"

48"

32"

36'

40"

44*'

48"

NOMINAL DIMS.

6

FRAME HEIGHT

102"

108'

114

120

MULLION 'M2'

Ix IN-4

4.7649

fi)

3

3

JAMB

'Jl'

EXT. (+)INT. (-)

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

80.0

79.3

80.0

80.0

80.0

74.2

68.0

JAME] & MULLION LOAD CAPACITY - PSF

JAMB & MULLIONS WITH INTERMEDIATE HORIZONTALS

ALUMINUM

STEEL

TOTALIx ALUM + tx STL X 2.9

4-1

Ix IN-4

4.7649

3.397

14.615

MULLION 'Mt'

Sx IN-3

1.8627

Sx IN-3

1.8627

1.469

MULLION

*Mt'

EXT. (+)INT. (-)

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

38.5

35.3

6

MULLION

'M2'

EXT. (+)INT. (-)

130.0

130.0

130.0

118.5

108.6

100.2

96.9

89.4

130.0

115.9

104.3

93.1

130.0

129.1

116.2

105.7

94.8

86.9

125.5

104.6

94.1

85.6

78.5

MULLION

'M3'

EXL (+)INT. (-)

MULLION 'M3'

ALUMINUM

STEEL


Ix IN-4

4.7649

4.157

16.8202

130.0

130.0

130.0

130.0

125.0

115.4

107.1

130.0

130.0

130.0

121.6

111.5

102.9

130.0

130.0

120.1

109.2

100.1

130.0

120.4

108.4

98.5

90.3

3

Sx IN-3

1.8627

1.798


MULLION'M4'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

126.8

117.7

130.0

130.0

130.0

130.0

122.5

113.1

130.0

130.0

130.0

119.9

109.9

130.0

130.0

119.1

108.2

99.2

6

MULLION

'M5'

EXT. (+)INT. (-)

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

126.5

130.0

130.0

130.0

130.0

123.0

130.0

130.0

130.0

121.1

111.0

fi)

MULLION 'M4'

ALUMINUM

STEEL

TOTALIx ALUU + Ix ST- X 2.9

FRAME HEIGHTS

Ix IN-4

4.7649

4.730

18.482

i : 11 43 Proj P

3

St»

INTERMEDIATE HORIZONTALS

Wl W2 W3I .

WIDTH (W)AT FRAME JAMB

WIDTH (W) =AT FRAME MULUON

Sx IN-3

1.8627

2.046

Engr: JAVAO AHMADCML

FIA PE # 70592C.A.N. 3538

W1

W2 + W3

2

(Bl

f MIEP-5 03]{L_

MULLION 'M5'

ALUMINUM

STEEL

TOTALIx KUM + Ix STLX 2.9

Ix IN-4

4.7649

5.490

20.6869

22

2

PRODUCT REVISED

as complying with the FloridaBuilditig CodeAcceptance No- Ef-08% L n fpjpiratio') Date ,«1 34£.FOI*96/*4/*Luj.19%*Miami Dade Product Cdntri-1 '

Sx IN-3

1.8627

2.374

U

W

I

W

0

C

'9UJ

·S

8

S

.8

E=3

C

E3

cL

M

9

8

0

-0

8

4.Uto

Z 2

0 $g

ty 3 1m

=0 004 5

XER 108 ,08 40@*80,48004#23

<11'*LLEIL wu,-: 0

C

0

+J

CL

L

00

<D73

N

0 75 +

0 20 0

/9

<D

2 *(D u.L

=3

0

0 -J wC

-CK < 5

Ed if gt

E 6 - 19 00

5852*<,0 45&0@W

M£/

50

I.

0

0

0

0

[1

Or-

--

n 0

--

5 8

9

0

CK

W.

0

3A *-0

3 1

1 2- 5' I

drawing no.

W02-27

(sheet 3.lof 11)

0

%CL

-J

W

Z

0

32

36"

40'

44"

45"

48"

52

56'

60'

32"

36'

40"

44"

45'

48'

52'

56"

60"

32-

36"

40'

44"

45

48»

52'

56'

60'

32"

36

40"

44=

45"

48

52'

56"

60'

NOMINA

WIDTH (W)

32"

36"

40"

44'

45'

48"

52"

56'

60'

32'

36'

40"

44"

45'

48"

52"

56"

L DIMS.

FRAAIE HEIGHT

72"

78"

84"

90"

96"

102"

A2

130.0

127.2

114.5

104.1

101.8

95.4

88.1

81.8

76.3

130.0

117.4

105.7

96.1

93.9

88.1

81.3

75.5

70.5

122.7

109.0

98.1

89.2

87.2

81.8

75.5

70.1

65.4

114.5

101.8

91.6

83.3

81.4

76.3

70.5

65.4

61.1

107.3

95.4

85.9

78.1

76.3

71.6

66.1

61.3

57.3

101.0

89.8

80.8

73.5

71.8

67.4

62.2

57.7

A3

130.0

130.0

130.0

130.0

130.0

130.0

123.3

114.5

106.9

130.0

130.0

130.0

130.0

130.0

123.3

113.8

105.7

98.6

130.0

130.0

130.0

124.9

122.1

114.5

105.7

98.1

91.6

130.0

130.0

128.2

116.6

114.0

106.9

98.6

91.6

85.5

130.0

130.0

120.2

109.3

106.9

100.2

92.5

85.9

80.2

130.0

125.7

113.2

102.9

100.6

ANCHOR LOAD CAPACITY - PSF

EXT.(+) & INT.(-)

ANCHORS TYPE'A' ANCHORS TYPE'B'

94.3

87.0

80.8

A4

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

126.8

130.0

130.0

130.0

130.0

130.0

130.0

130.0

126.2

117.8

130.0

130.0

130.0

130.0

130.0

130.0

126.8

117.8

109.9

130.0

130.0

130.0

130.0

130.0

128.8

118.9

110.4

103.1

130.0

130.0

130.0

130.0

129.3

121.2

111.9

103.9

130.0

B2

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

121.8

130.0

130.0

130.0

130.0

130.0

130.0

130.0

121.2

113.1

130.0

130.0

130.0

130.0

130.0

121.8

113.1

105.5

130.0

130.0

130.0

130.0

130.0

123.7

114.2

106.0

99.0

130.0

130.0

130.0

127.0

124.2

116.4

107.5

99.8

B3

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

C2

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

127.7

130.0

130.0

130.0

130.0

130.0

130.0

130.0

128.3

119.8

130.0

130.0

130.0

130.0

130.0

130.0

130.0

120.8

ANCHORS TYPE'C'

C3

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

NOAfINA

WIDTH (W)

32"

36"

40'

44»

45"

48"

52"

32"

36

40"

44

45'

48"

32"

36"

40"

44"

45"

48'

A2

B2

C2

A3

B3

C3

L DIMS.

FRAME HEIGHT

108"

114"

120"

A2

95.4

84.8

76.3

69.4

67.9

63.6

58.7

90.4

80.4

72.3

65.7

64.3

60.3

85.9

76.3

68.7

62.5

61.1

57.3

ANCHOR LOAD CAPACITY - PSF

EXT.(+) & INT.(-)

ANCHORS TYPE 'A' ANCHORS TYPE'B'

A3

ANCHORS TYPES: SEE SHEET 5 FOR DESCRIPTION

1 1

A4

130.0

130.0

130.0

124.9

122.1

114.5

105.7

130.0

130.0

130.0

118.3

115.7

108.5

130.0

130.0

123.7

112.4

109.9

103.1

3"3"

130.0

118.7

106.9

97.2

95.0

89.1

82.2

126.6

112.5

101.2

92.0

90.0

84.4

120.2

106.9

96.2

87.4

85.5

80.2

B2

130.0

130.0

130.0

119.9

117.3

109.9

101.5

130.0

130.0

125.0

113.6

111.1

104.2

130.0

130.0

118.7

107.9

105.5

99.0

(2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION(2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION(2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION

(3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLJON(3) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION(3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION

A4 = (44) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION

ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.

6.

A2, B2, C2

3"

3. 3"

6"

A3, B3, C3

r

3"

3"

3"

I--13"

3"

B3

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

ANCHORS TYPE 'C'

C2

130.0

130.0

130.0

130.0

130.0

130.0

122.8

130.0

130.0

130.0

130.0

130.0

126.1

130.0

130.0

130.0

130.0

127.7

119.8

A4

11

C3

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

130.0

3"

3"

r

3"

WIDTH (W)

Engr: JAVAD AHMADCIVIL

FLA. PE # 70592C.AN' 3538

INTERMEDIATE

ORIZONTAL

=

W1 W2

0

7

Wl + W2(MULLION)

2

0

PRODUCT REVISED

as coinpiying with the FloridaBuilding Code

Acceptance No i . »'-A./1 .L/41Etric D.te -1131?f) 7019Sy Ah/n,/LS ¢b·€2Miamii)ade Product Control '

UO

C

.Q

%.8

E=:3

C

EZ.

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E4121

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71

0C

C

0

CL

L

00

Q'

0

4.U10

08 N

i.c 0 0

Od 6

&§ 108 108 0

giwi i0 1 &@1<WRILE16 0g210*252 5 fl i le

W

0

W

Z

0

2

00

8g

ge

8I

U>

W

g

6 75 4

COCO

d0 0

8 -C

2J

d j wc . >

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E(322% ISO -,9 00

2.005.-u):28*21/ 1- 51-

EE

80

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Ck

Or

--

--

88

W +

86 11 97 4 /8>I

K j

I L -E_-9-)

drawing no.

W02-27

[sheet 4 of 11 )

N

gcr

0

D

W

4

0

D

WIDTH (W)INCHES

30

33

36

39

42

45

48

51

54

57

60

30

33

36

39

42

45

48

51

54

57

60

30

33

36

39

42

45

48

51

54

57

60

30

33

36

39

42

45

48

51

54

57

60

30

33

36

39

42

45

48

51

54

57

60

DOOR MULLION LOAD CAPACITY-PSF

FRAME HEIGHT

INCHES

82

86

92

98

104

WITHOUT

REINF.

EXT. (+)INT. (-)

75.0

75.0

75.0

75.0

75.0

75.0

75.0

75.0

75.0

75.0

74.5

75.0

75.0

75.0

75.0

75.0

75.0

75.0

75.0

74.7

70.8

75.0

75.0

75.0

75.0

75.0

75.0

72.8

68.5

64.7

75.0

75.0

75.0

75.0

72.7

67.8

63.6

59.8

75.0

75.0

74.6

68.9

64.0

59.7

56.0

LIGHT

REINF,

EXT. (+)INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

95.9

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

96.9

91.8

87.2

100.0

100.0

100.0

100.0

100.0

100.0

95.3

89.7

84.7

80.2

76.5

100.0

100.0

100.0

100.0

95.9

89.5

83.9

79.0

74.6

70.7

67.2

100.0

100.0

99.4

91.7

85.2

79.5

74.5

70.2

66.3

62.8

59.6

MEDIUM

REINF.

EXT. (+)INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

96.7

91.9

100.0

100.0

100.0

100.0

100.0

100.0

100.0

96.0

90.7

85.9

81.6

HEAVY

REINF.

EXT. (+)INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

WIDTH (W)INCHES

30

33

36

39

42

45

48

51

54

57

60

30

33

36

39

42

45

48

51

54

57

60

30

33

36

39

42

45

48

51

54

57

60

6

6

DOOR MULLION LOAD CAPACITY-PSF

FRAME HEIGHT

INCHES

110

116

120

WITHOUT REINF.

CZZZ>

UGHT REINF,

ALUMINUM

STEEL

TOTALix ALUM + tx STL X 2.9

Ix IN-4

4.9848

1.8775

10.4296

3

Ix 14-4

4.9848

WITHOUT

REINF.

EXT. (+)INT. (-)

Sx IN-31.9567

.8119

75.0

69.7

63.9

59.0

54.8

51.1

Sx IN-3

1.9567

LIGHT

REINF.

EXT. (t)INT. (-)

100.0

96.9

88.8

82.0

76.1

71.1

66.6

62.7

59.2

56.1

53.3

95.9

87.1

79.9

737

68.5

63.9

59.9

56.4

53.3

50.5

47.9

89.6

81.4

74.7

68.9

64.0

59.7

56.0

52.7

49.8

47.1

44.8

6

MEDIUM

REINF.

EXT. (+)INT. (-)

EXT. (+)INT. (-)

ALUMINUM

STEEL

TOTALtx ALUM + Ix STL X 2.9

100.0

100.0

100.0

100.0

100.0

97.2

91.2

85.8

81.0

76.8

72.9

100.0

100.0

100.0

100.0

93.7

87.4

82.0

77.2

72.9

69.0

65.6

100.0

100.0

100.0

94.3

87.6

81.7

76.6

72.1

68.1

64.5

61.3

HEAVY

REINF.

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

97.6

92.7

100.0

100.0

100.0

100.0

100.0

100.0

100.0

98.1

92.6

87.7

83.4

100.0

100.0

100.0

100.0

100.0

100.0

97.4

91.6

86.6

82.0

77.9


MEDIUM REINF.

Ix IN-4

4.9848

3.2021

14.2709

3

Sx IN-3

1.9567

1.3847

0

II

iii

I

LU

L.

3

W2

WIDTH (W)

FRAME HEIGHTS

6

(i

ALUMINUM

STEEL

TOTAL11 ALUM + Ix STL X 2.9

CjII

HEAVY REINF.

_ UBSTRATEWOOD

CONCRETE

METAL

/ 1

(111 lili:

i/g\CO

\

1

8 ,I I

.% 115 5

\ 1,

ily-/-_il - "

Wl --

=Wl+W2 - -f/-=

2

SUBSTRATE

WOOD

CONCRETE

METAL

SUBSTRATE

CONCRETE

SUBSTRATE

CONCRETE

Ix IN-4

4.9848

4.5354

18.1375

3

Sx IN-3

1.9567

1.9614

"'

TOTAL NO. OF ANCHORS

AT DOOR MULLION HEAD

WITHOUT LIGHT MEDIUM HEAVY

REINF. REINF. REINK RE[NF.

6 7 9 10

4556

4445

0

11

iiiI

j

3

11

GlI

(111

W1»

f(111

(«-L

,1'

K1 .

H ./1

I h.

\1 3

0/-\

Wl W2WIDTH (W) =+

24

TOTAL NO. OF ANCHORS

AT DOOR MULLION SILL

WITHOUT UGHT I MEDIUM I HEAVYREINF. REINF. 1 REINF. 1 REINF.4 51516

TOTAL NO. OF ANCHORSAT DOOR MULLION HEAD

WITHOUT LIGHT MEDIUM HEAVY

REINA REINA REINA REINF.

6 7 9 10

4556

4445

TOTAL NO. OF ANCHORSAT DOOR MULUON SILL

WITHOUT UGHT I MEDIUM I HEAVYREINF. REINF. 1 REINF. 1 RE[NF.

4 51 516

Engr: JAVAD AHIADCML

FlA PE # 70592C.A.N. 3538

4-1 'LO''hgf,;'l, 1 J A..Li.2

(111

F

W2

1 1

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i

1

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/

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PRODUCT REVISED

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1 M

\

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- OUTSWING DOORS

SEE SEPARATE NOA

7

..tiiIN<39 '\Zi V54'f I

-4

ANCHORS AT

MTG. STILES

SEE DOOR NOA

US ALUMINUM

r OUTSWING DOORS

\ SEE SEPARATE NOA

1

W1

Z ill0- 9

0TOC 1,0 1,0 9

---4_li

Wl + W2

2

'!1

0

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C

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00

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00

0

mlil

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80

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-

--

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WU-

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1

drawing no.

W02-27

(sheet 5of 11 )

0

0

r.

N

8600

2

W

D

Lil

0

g

DOOR MULLION LOAD CAPACITY - PSF

NOMINAL DIMS.

FRAJE HEIGHT

INCHES

90

96

102

WIDTH (Wl)INCHES

60

64

72

84

60

64

72

84

60

64

72

84

46-

52-

58-

64-

46-

52-

58-

64-

46-

52-

58-

64-

46-

52-

58-

64-

46-

52-

58-

64-

WIDTH (W2)INCHES

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

\/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

LIGHT REINF.

EXT. (+)INT. (-)

100.0

100.0

94.7

89.4

100.0

89.1

84.4

80.1

97.1

91.5

100.0

100.0

95.7

90.3

85.4

94.3

93.3

87.5

82.4

77.8

90.6

85.1

80.2

75.9

85.6

80.7

76.3

72.4

79.1

74.8

71.1

67.6

79.8

75.0

70.8

67.0

77.4

72.9

68.9

65.3

73.0

68.9

65.3

62.1

67.2

63.8

60.7

57.9

MEDIUM REINF.

INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.0

100.0

100.0

97.2

92.6

100.0

100.0

96.9

91.6

100.0

99.7

94.2

89.3

99.9

94.3

89.4

85.0

91.9

87.3

83.0

79.2

HEAVY REINF.

INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

NOMINAL DIMS.

FRAME HEIGHT

INCHES

6

108

114

120

1

WIDTH (Wl)iNCHES

60

64

72

84

60

64

72

84

60

64

72

84

LIGHT REINF.

ALUMINUM

STEEL

TOTAL1x ALUM + 1% STL X 2.9

Ix IN-4

4.9848

1.8775

10.4296

Sx IN-3

1.9567

.8119

46-

52-

58-

64-

46-

52-

58-

64-

46-

52-

58-

46-

52-

58-

64-

46-

52-

58-

64-

46-

52-

58-

64-

DOOR MULLION LOAD CAPACITY - PSF

WIDTH (W2)INCHES

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-1/4

52-1/4

58-1/4

64-1/4

46-

52-

46-1/4

52-1/4

58-1/4

46-1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

\/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

1/4

LIGHT REINF.

m 1169.1

65.1

61.5

58.3

66.9

63.1

59.8

56.7

63.0

59.6

56.6

53.9

57.8

55.0

52.4

60.4

57.0

53.9

51.1

58.4

55.2

52.3

49.7

54.9

52.0

49.5

47.2

50.3

47.9

53.2

50.3

47.7

45.3

51.5

48.7

46.2

44.0

48.2

45.8

43.6

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(fji)

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ALUMINUM

STEEL


Ix IN-4

4.9848

3.2021

14.2709

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89.0

84.1

79.7

91.5

86.4

81.8

77.6

86.1

81.5

77.4

73.7

79.1

75.2

71.7

82.6

77.9

73.8

70.0

80.0

75.6

71.6

68.1

75.1

71.2

67.7

64.5

68.8

65.5

72.8

68.8

65.2

61.9

70.4

66.6

63.3

60.2

66.0

62.7

59.7

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1.9567

1.3847

HEAVY REINF.

EXT. (+)INT. (-)

100.0

100.0

100.0

100.0

100.0

100.0

100.0

98.6

100.0

100.0

98.4

93.7

100.0

96.0

91.0

86.5

95.4

90.5

86.0

82.0

87.4

83.3

92.6

87.4

82.9

78.7

89.5

84.7

80.4

76.5

83.9

79.7

75.9

76.7

95.6

91.2

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99.1

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88.9

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TOTAL NO. OF ANCHORS REQD.AT DOOR MULLION HEAD

UPTO 75 PSF UPTO 100 PSF

NO. AT NO. AT NO. AT NO. ATTRANSOM FIX. UTE TRANSOM FIX. UTE

4566

3334

2333

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1.9614

SUBSTRATE

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US ALUMINUM

- OUTSWING DOORSSEE SEPARATE NOA

5

58

ANCHORS AT MTG. STILES

SEE DOOR NOA

TOTAL NO. OF ANCHORS REQD.AT DOOR MULLION SILL

UPTO 75 PSF UPTO 100 PSF

NO. AT NO. AT NO. AT NO. AT

DOOR FIX. LITE DOOR FIX. UTE

2324

FRAME HEIGHTS

Engr: JAVAD AHMADCML

FLA. PE # 70592C.AN. 3538

t„' A ) 0InT,;r,4 /4

PRODUCT REVISED

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1-3/8" MIN. PENETRATION INTO WOOD

THRU 1 BY BUCKS INTO CONC. OR MASONRY

1-1/4" MIN. EMBED INTO CONC. OR MASONRY

1/4" DIA. ULTRACON BY 'ELCO'DIRECTLY INTO CONC. OR MASONRY

1-3/8" MIN. EMBED INTO CONC. OR MASONRY

#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)INTO METAL STRUCTURES

STEEL : 122 GA. MIN. (Fy = 36 KSt MIN.)ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)

(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)

TYPICAL EDGE DISTANCE

INTO CONCRETE AND MASONRY = 2-1/2" MIN.INTO WOOD STRUCTURE = 1 " MIN.

INTO METAL STRUCTURE = 3/4" MIN.

CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.

C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PS! MIN.


FLA PE # 70592CAN. 3536

+ 61 1 + 0,>f i :

PRODUCT REVISED

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PART NUMBER

DLD-103

DLD-104

DLD-100

DLD-102

DLS-132

OLD-101

BCE-475

TR-3235E

V-2206

TX 17005E

#12 X 1-1/4"

DLD-124

QUANTITY

AS REQD.

AS REQD.

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AS REQD.

AS REQD.

AS REQD.

AS REQD.

AS REQD.

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4/ CORNER

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2/DOOR

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AS REQD.

AS REQD.

DESCRIPTION

FRAME HEAD/'SILL

FRAME HORIZONTAL

FRAME JAMB/MULLION

GLAZING STOP (LAM. GLASS)

GLAZING STOP (LAM. INSUL. GLASS)

POCKET FILLER

SNAP IN COVER, 2-1/2" LONG

GLAZING GASKET (LAM. GLASS)

GLAZING GASKET (LAM. INSUL. GLASS)

GLAZING COMPOUND

GLAZING TAPE

SETTING BLOCK AT 1/4" POINTS

SETTING BLOCK AT 1/4" POINTS

ASSEMBLY SCREWS PHSMS

MULUON REINFORCING CHANNEL, FULL LENGTH

MULLION REINFORCING CHANNEL, FULL LENGTH

MULLION REINFORCING BAR, FULL LENGTH

DOOR MULUON

DOOR MULLION REINF. CHANNEL, FULL LENGTH (LIGHT)

DOOR MULLION REINF. CHANNEL, FULL LENGTH (MEDIUM/HEAVY)

DOOR MULLION REINFORCING BAR, FULL LENGTH (HEAVY)


FLA. PE # 70592CAN. 3538

f

STEEL

STEEL

STEEL

STEEL

MATERIAL

6063-T5

6063-T6

EPDM

SILICONE

NEOPRENE

NEOPRENE

6063-T6

STEEL

STEEL

STEEL

6063-T6

6063-T5

6063-T5

6063-T6

6063-T6

NEOPRENE

MANF./SUPPLIER/REMARKS

OOW 995

NORTON

1/8" X 3/4" X 2" LONG

1-5/16 X 4-5/8 X 3/16

1-1/8 X 4-5/8 X 1/4"

JDUCT REVISED

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ADVERTISEMENT: The NOA nuinber preceded by the words Miami ... · This NOA revises and renews NOA#...

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Transcript of ADVERTISEMENT: The NOA nuinber preceded by the words Miami ... · This NOA revises and renews NOA#...