TRULITE GLASS & ALUMINUM SOLUTIONS SERIES CT501 … · 2020-03-18 · general notes: xthis product...

GENERAL NOTES:

THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF 2006INTERNATIONAL RESIDENTIAL CODE AND 2006 INTERNATIONAL BUILDING CODE WITH TEXASREVISIONS EFFECTIVE JAN.1,2008 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).

WINDOWS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS OR EXTERNALPROTECTION DEVICES ARE NOT REQUIRED.

ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6, SHALL BE LESS THAN OREQUAL TO MAX. DESIGN LOAD IN THE DOCUMENT.

1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TOTHE STRUCTURE, TO BE REVIEWED BY BUILDING OFFICIAL.

ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THISAPPROVAL.

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

MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACTWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2006 INTERNATIONALRESIDENTIAL CODE AND 2006 INTERNATIONAL BUILDING CODE WITH TEXAS REVISIONSEFFECTIVE JAN.1,2008 SECTION AS APPLICABLE

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

STUCCO.

INSTRUCTIONSUSE CHARTS AS FOLLOWS

STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY,BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7-10 STANDARD.

STEP 2: SELECT GLASS TYPE G1 AS SHOWN ON SHEET C01.

STEP 3: SEE CHART ON SHEET M1 FOR MULLION CAPACITY.

STEP 4: SEE CHARTS ON SHEETS DJM1 TO DJM4 FOR DOOR JAMB MULLIONCAPACITIES.

STEP 5: SELECT ANCHOR TYPES TO BE USED ON SHEET A2 AND ANCHOR CAPACITY ONSHEET A1.

STEP 6: THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 & 5 SHALL APPLY TOENTIRE SYSTEM.

TRULITE GLASS & ALUMINUM SOLUTIONSSERIES CT501 THERMAL-IMPACT ALUMINUM STOREFRONT

LIMITATIONS OF USE

THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER ISGENERIC AND DOES NOT PROVIDEINFORMATION FOR A SITE SPECIFICPROJECT; i.e. WHERE THE SITE CONDITIONSDEVIATE FROM THE P.E.D.

CONTRACTOR TO BE RESPONSIBLE FOR THESELECTION, PURCHASE AND INSTALLATIONOF THIS PRODUCT BASED ON THISPRODUCT EVALUATION PROVIDED HE/SHEDOES NOT DEVIATE FROM THE CONDITIONSDETAILED ON THIS DOCUMENT.

THIS PRODUCT EVALUATION DOCUMENTWILL BE CONSIDERED INVALID IF ALTEREDBY ANY MEANS.

SITE SPECIFIC PROJECTS SHALL BEPREPARED BY A TEXAS REGISTEREDENGINEER OR ARCHITECT WHICH WILLBECOME THE ENGINEER OF RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BERESPONSIBLE FOR THE PROPER USE OF THEP.E.D.

THIS P.E.D. SHALL BEAR THE DATE ANDORIGINAL SEAL AND SIGNATURE OF THEPROFESSIONAL ENGINEER OF RECORD THATPREPARED IT.

E-

D-

C-

B-

A-

GLASS TYPE G11 5/16" NOMINAL OVERALL

9/1

6"

BIT

E

14" TEMP. GLASS

1/2" AIR SPACE 1/4" H.S. GLASS

0.100" SAFLEX HP100 INTERLAYER

1/4" H.S. GLASS

D.L.O. SIZEW (IN) H (IN)45.551.557.5

12110391

DESIGN LOAD+PSF

60-PSF

6060

757575 GLASS TYPE G2

1 5/16" NOMINAL OVERALL

9/1

6"

BIT

E

0.090" SENTRIGLASS INTERLAYERBY KURARAY AMERICA

14" TEMP. GLASS

1/2" AIR SPACE 1/4" H.S. GLASS

1/4" H.S. GLASS

D.L.O. SIZEW (IN) H (IN)45.551.557.5

967975

DESIGN LOAD+PSF

60-PSF

6060

757575

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

SERIESCT 501

STOREFRONT( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

131 OF

C01

CT-501 STOREFRONT TYPICAL EXTERIOR ELEVATION

UNLIMITED FRAME WIDTH

D.L.O. W D.L.O. W D.L.O. W2 1/2" 2 1/2" 2 1/2"

FRAM

E HEI

GHT

2 1

/2"

D.L

.O. H

2 1

/2"

2 1/2"

3" 3" 3" 3"3"3" 3"3"3"

3" 3" 3" 3"3"3" 3"3"3"3"3"3"3"

3"3"

3"3"

3"3"3"3"

OR

OR

STL. REINF.

D.L.O.

DO

OR H

EIG

HT

TRANSO

MHEI

GHT

DOOR JAMB MULLIONSEE SHEET DJM1TO DJM4

D.L

.O.

D.L

.O.

ST 500-1

18"

DOORS UNDER SEPARATE APPROVAL

OPP.

3"3"3" 3"3"3"3"3" 3"3"3" 3"3"3"3"3"

3"3" 3"3"3" 3"

6" M

AX.

FRO

M E

ND

S

15" M

AX.

O.C

. TY

P.7 1

/2" F

OR A

NCHO

RTY

PE A

A &

AIN

TO B

LOCK

MULL. SPACINGSEE CHART ON SHEET M1



DJM SPACINGSEE CHART ON SHEET DJM1 TO DJM4

MULL. SPACING

ANCHORS TYPE AA, A, BB, B OR C3 OR 4 AT JAMBS OR MULLION ENDSSEE SHEET A1 & A2 FOR TYPICAL

ANCHORS TYPE AA, A, BB, B OR CSEE SHEET DJM4 & A2

ANCHORS TYPE AA, A, BB, B OR CSEE SHEET DJM4 & A2

TYPICAL MULL&JAMB SEESHEET M1

GLASS SEESHEETC01

18" MAX.TYP.

3"3"3"

(APPLICABLE TO MAXIMUM HEIGHT,MAXIMUM SPACING

AND MAXIMUM PRESSURE)

(APPLICABLE ONLY TO HEADERABOVE PAIR DOOR TRANSOM )



SERIESCT 501



C



M

Y

132 OF

E01

MULLION DESIGN LOAD CAPACITIES

MULLION DIMENSION

WITHOUT HORIZONTAL WITH HORIZONTAL

MULLION M1 JAMB J1 MULLION M1 JAMB J1

DESIGN LOAD DESIGN LOAD DESIGN LOAD DESIGN LOADHEIGHT (IN.) SPACING

(IN.)(+) PSF (-) PSF (+) PSF (-) PSF (+) PSF (-) PSF (+) PSF (-) PSF

84

36 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.048 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.054 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.060 60.0 75.0 60.0 75.0 60.0 72.0 60.0 72.0

90

36 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.048 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.054 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.060 60.0 75.0 60.0 75.0 60.0 67.0 60.0 67.0

96

36 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.048 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.054 60.0 75.0 60.0 75.0 60.0 70.0 60.0 70.060 60.0 74.0 60.0 74.0 60.0 63.0 60.0 63.0

10236 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.048 60.0 75.0 60.0 75.0 60.0 74.0 60.0 74.0

10836 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.048 60.0 73.0 60.0 73.0 60.0 70.0 60.0 70.0

11436 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.048 60.0 68.0 60.0 68.0 60.0 66.0 60.0 65.0

12036 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.042 60.0 71.0 60.0 71.0 60.0 71.0 60.0 67.048 60.0 64.0 60.0 63.0 60.0 63.0 59.0 59.0

12636 60.0 75.0 60.0 74.0 60.0 75.0 60.0 71.042 60.0 67.0 60.0 64.0 60.0 65.0 60.0 61.048 60.0 60.0 57.0 57.0 57.0 57.0 53.0 53.0

W1 + W2

W2

WIDTH (W) =

W1

2

FRAM

E HEI

GHT

W1

FRAM

E HEI

GHT

WIDTH (W) = W1 (JAMB)

CT501-07 9.2808 3.7011Ix IN^4 Sx IN^3M1

CT501-5 1.1488TOTAL 10.4296

CT501-11 4.9055 1.9514Ix IN^4 Sx IN^3J1

x 0.85 4.16970.47664.1592

x 0.85 8.8652 3.5353

1.6587



SERIESCT 501



C



M

Y

133 OF

M1

NOTES:1. ENTRANCE DOOR UNDER SEPARATE PRODUCT APPROVALS. THE LOWER DESIGN PRESSURE OF WINDOW WALL OR DOOR WILL GOVERN.2. FOR DOOR DETAILS REFER TO DOOR PRODUCT APPROVAL.

DOOR JAMB MULLION DESIGN LOADCAPACITIES FOR (O/X), (X) OR (XX)

MULLION DIMENSION DESIGN LOAD

HEIGTHFH(IN.)

SPACINGW (IN.)

(+) PSF (-) PSF

11442 60.0 70.048 60.0 70.0

12042 60.0 70.048 60.0 70.0

12642 60.0 70.048 60.0 70.0

W3 W2

W2

FRAM

E HEI

GHT

W3

W3

FRAM

E HEI

GHT

W3

W3

FRAM

E HEI

GHT

W2 W3

DF500-1 4.3058 1.7223Ix IN^4 Sx IN^3DJM

CG501-5 1.2310

Ixalum+2.9*Ixs 21.5834

0.5188

-ST500-1 5.5333 2.3941



SERIESCT 501



C



M

Y

134 OF

DJM1

DOOR JAMB MULLION DESIGN LOAD CAPACITIES (O/XX)

NOMINAL DIMENSIONS DESIGN LOADFRAME

HEIGHT (IN.)(L)

DOORHEIGHT (IN.)

(A)

DOORWIDTH (IN.)

(W1)

SIDELITEWIDTH (IN.)

(W2)(+) PSF (-) PSF

120

84

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 70.048 60.0 70.0

9636 60.0 70.042 60.0 70.048 60.0 66.0

90

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 70.048 60.0 70.0

9636 60.0 70.042 60.0 70.048 60.0 67.0

96

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 70.048 60.0 70.0

9636 60.0 70.042 60.0 69.048 60.0 66.0

DF500-1 4.3058 1.7223Ix IN^4 Sx IN^3DJM

CG501-5 1.2310

Ixalum+2.9*Ixs 21.5834

0.5188

-ST500-1 5.5333 2.3941

MULLION DESIGN LOAD CAPACITIES

NOMINAL DIMENSIONS DESIGN LOADFRAME

HEIGHT (IN.)(L)

DOORHEIGHT (IN.)

(A)

DOORWIDTH (IN.)

(W1)

SIDELITEWIDTH (IN.)

(W2)(+) PSF (-) PSF

126

84

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 69.048 60.0 66.0

9636 60.0 66.042 60.0 63.0

90

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 70.0

9636 60.0 69.042 60.0 66.0

96

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 70.048 60.0 70.0

9636 60.0 70.042 60.0 67.0

102

7236 60.0 70.042 60.0 70.048 60.0 70.0

8436 60.0 70.042 60.0 70.048 60.0 68.0

9636 60.0 69.042 60.0 66.0



SERIESCT 501



C



M

Y

135 OF

DJM2

NOMINAL DIMENSION

ANCHOR TYPES

AA3 AA4 BB3 BB4 A3/C3 B33/8" MAX. SHIM

DESIGN LOAD CAPACITYHEIGHT (IN.) SPACING

(IN.) (+/-) PSF (+/-) PSF (+/-) PSF (+/-) PSF (+/-) PSF (+/-) PSF

78

36 75.0 75.0 75.0 75.0 75.0 75.042 75.0 75.0 75.0 75.0 75.0 75.048 75.0 75.0 75.0 75.0 75.0 75.054 75.0 75.0 75.0 75.0 75.0 75.060 73.1 75.0 75.0 75.0 75.0 75.0

84

36 75.0 75.0 75.0 75.0 75.0 75.042 75.0 75.0 75.0 75.0 75.0 75.048 75.0 75.0 75.0 75.0 75.0 75.054 75.0 75.0 75.0 75.0 75.0 75.060 67.9 75.0 75.0 75.0 75.0 75.0

90

36 75.0 75.0 75.0 75.0 75.0 75.042 75.0 75.0 75.0 75.0 75.0 75.048 75.0 75.0 75.0 75.0 75.0 75.054 70.4 75.0 75.0 75.0 75.0 75.060 63.4 75.0 75.0 75.0 75.0 75.066 57.6 75.0 68.4 75.0 72.4 75.0

96

36 75.0 75.0 75.0 75.0 75.0 75.042 75.0 75.0 75.0 75.0 75.0 75.048 74.3 75.0 75.0 75.0 75.0 75.054 66.0 75.0 75.0 75.0 75.0 75.060 59.4 75.0 70.5 75.0 74.7 75.0

102

36 75.0 75.0 75.0 75.0 75.0 75.042 75.0 75.0 75.0 75.0 75.0 75.048 69.9 75.0 75.0 75.0 75.0 75.054 62.1 75.0 73.7 75.0 75.0 75.0

10836 75.0 75.0 75.0 75.0 75.0 75.042 75.0 75.0 75.0 75.0 75.0 75.048 66.0 75.0 75.0 75.0 75.0 75.0

11436 75.0 75.0 75.0 75.0 75.0 75.042 71.5 75.0 75.0 75.0 75.0 75.048 62.5 75.0 74.2 75.0 75.0 75.0

12036 75.0 75.0 75.0 75.0 75.0 75.042 67.9 75.0 75.0 75.0 75.0 75.048 59.4 75.0 70.5 75.0 74.7 75.0

12636 75.0 75.0 75.0 75.0 75.0 75.042 64.7 75.0 75.0 75.0 75.0 75.048 56.6 75.0 67.1 75.0 71.1 75.0

AA3: (3) ANCHOR TYPE AA AT EACH SIDE OF MULLION OR JAMB AA4: (4) ANCHOR TYPE AA AT EACH SIDE OF MULLION OR JAMBBB3: (3) ANCHOR TYPE BB AT EACH SIDE OF MULLION OR JAMB

BB4: (4) ANCHOR TYPE BB AT EACH SIDE OF MULLION OR JAMB A3: (3) ANCHOR TYPE A AT EACH SIDE OF MULLION OR JAMB

C3: (3) ANCHOR TYPE C AT EACH SIDE OF MULLION OR JAMB B3: (3) ANCHOR TYPE B AT EACH SIDE OF MULLION OR JAMB



SERIESCT 501



C



M

Y

136 OF

A1

METALSTRUCTURE

CONCRETEf'c =3 KSI MIN.

WOOD BUCK

2 BY WOOD BUCK ORWOOD STRUCTURE

TYPICAL ANCHORSEE ELEVATION FORSPACING


TYPICAL ANCHORSEE ELEVATION FORSPACING ANCHOR TYPES:

TYPE "AA": 1/4" DIA. ITW TAPCON (Fu=120 KSI, Fy=92 KSI) 1 1/2" MIN. EMBED INTO WOOD STRUCTURE OR 1 3/4" MIN. EMBED THRU 1X OR 2X WOOD INTO CONCRETE OR MASONRY

TYPE "A": 1/4" DIA. ITW TAPCON (Fu=120 KSI, Fy=92 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE OR MASONRY

TYPE "BB": 1/4" DIA. ELCO ULTRACON (Fu=177 KSI, Fy=155 KSI) 1 1/2" MIN. EMBED INTO WOOD STRUCTURE OR 1 3/4" MIN. EMBED THRU 1X OR 2X WOOD INTO CONCRETE OR MASONRY

TYPE "B": 1/4" DIA.ELCO ULTRACON (Fu=177 KSI, Fy=155 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE OR MASONRY

TYPE "C": 1/4" TEKS (Fu=120 KSI, Fy=92 KSI) INTO 1/8" MIN. THK. METAL STRUCTURE

MIN. EDGE DISTANCE:INTO CONCRETE OR MASONRY: 2 1/2"INTO WOOD STRUCTURE: 1"INTO METAL STRUCTURE: 3/4"



CONCRETE: f'c= 3KSI MIN.WOOD: SG=0.55 MINMETAL: 6063-T5 MIN. OR STEEL A36 MIN.MASONRY: C-90 HOLLOW/FILLED BLOCK fm'=2000 PSI MIN.

3/8

" MAX.

SHIM 3/8

" MAX.

SHIM

3/8

" MAX.

SHIM

3/8

" MAX.

SHIM

(JAMB ONLY)



SERIESCT 501



C



M

Y

137 OF

A2

(2) @ EACHSIDE OFMULLION AT3" O.C.

2 1

/2"

3/8

" MAX.

SHIM


D.L

.O.

2 1

/2"

3/8

" MAX.

SHIM

HEADDETAILD1

1D11A

F.H.

3/8

"

3/8

" MAX.

SHIM

2 1

/2"

2 1

/2"

D12

D13

D.L

.O.

D.L

.O.

F.H.

F.H.

3/8

"

3/8

" MAX.

SHIM

2 1

/2"

D13A

D.L

.O.

MIN. EDGE DIST.

MIN

.EM

BED

.

MIN. EDGE DIST.

MIN

.EM

BED

.




METALSTRUCTURE

MIN. EDGE DIST.


INT. HORIZONTAL

EXTE

RIO

R

EXTE

RIO

REX

TERIO

R

(2) @ EACHSIDE OFMULLION AT3" O.C.

DETAIL

SILLDETAIL

OPTIONAL HEADDETAIL

OPTIONAL SILLDETAIL

MIN. EDGE DIST.

MIN

.EM

BED

.



BUTYL TAPE

BUTYLTAPE

BUTYLTAPE

BUTYLTAPE



SERIESCT 501



C



M

Y

138 OF

D1

2 1/2" 2 1/2"

MIN. & MAX.GAP SEE CHART BELOW

CO

NCRET

Ef'c

=3 K

SI

MIN

. O

R B

LOCK

D.L.O.

F.W.

D.L.O.

DETAILD24 MULLION

D25

DOOR UNDER SEPARATE APPROVAL

2 1/2"

1/8"

D.L.O.DOOR OPENING WIDTH2 1/2"

1/8" DOOR WIDTH

9/16"

D.L.O.

2 1/2" D.L.O.1"D.L.O.

9/16"

EXTERIOR

DOOR JAMB MULLIOND29

9/16"

D27

D28

EXTERIOR

JAMBDETAIL DETAIL

DOOR JAMB MULLIONDETAIL

DOOR JAMB MULLIONDETAIL

2 1/2"

3/8" MAX.SHIM

CO

NCRET

Ef'c

=3 K

SI

MIN

.

JAMBD210

DETAIL

MIN

. ED

GE

DIS

T.

MIN. EMBED

DOW SIL



SERIESCT 501



C



M

Y

139 OF

D2

DO

OR O

PENIN

G H

EIG

HT

2 1

/2"

1"

D.L

.O.

DO

OR H

EIG

HT

1/8

"

5"

D36 DETAIL

EXTE

RIO

R

REFER TO TRULITE DOORPRODUCT APPROVAL



SERIESCT 501



C



M

Y

1310 OF

D3

4.938"

1.625"1.625"

2.5

00"

1.2

50" 0.094"

4.938"

1.625"1.546"

2.5

00"

1.2

50"

0.4

01"

1.2

50"

0.094"

5.000"

2.5

00"

1.656" 1.656"

0.250"

0.0

80"

4.696"

2.035"

0.7

64"

2.5

00"

1.656" 1.656"

5.000"

0.388"

0.094"

5.250"

2.8

85"

0.0

78" 1.624"

0.078"

1.3

90"

HEADER/SILL

CT501-2 6063-T6A1

INTERMEDIATE HORIZONTAL

CT501-6A2

6063-T6

HEAVY MULLION

CT501-7A3

6063-T6

MULLION FILLER

CT501-5A4

6063-T6

MULLION/JAMB HEAD

CT501-11 6063-T6A5

STARTER SILL

CT501-37 6063-T6A6

GLASS STOP

CG501-3A7

6063-T6

HINGE JAMBDF500-1

A86063-T6

MULLION FILLER

CG501-5A9

6063-T6

TRANSOM MULLION

DF500-2A10

6063-T6

GLASS STOP

DF117A11

6063-T6

GLASS STOP

DF107A12

6063-T6

STEEL REINFORCEMENT

ST500-1A13

6063-T6

2.500"

5.0

00" 0.094"

4.6

80"

1.392"

1.8

47"

5.000"

2.5

00"

2.6

90"

1.000"

1.000"

0.7

67"

0.062"

4.6

25"

1.875"

0.250"



SERIESCT 501



C



M

Y

1311 OF

PARTS

BILL OF MATERIALSITEM PART DESCRIPTION MATERIAL MANUF. /

REMARKSA1 CT501-2 HEADER/SILL 6063-T6 BONNELL

A2 CT501-6 INTERMEDIATE HORIZONTAL 6063-T6 BONNELL

A3 CT501-7 HEAVY MULLION 6063-T6 BONNELL

A4 CT501-5 MULLION FILLER 6063-T6 BONNELL

A5 CT501-11 MULLION /JAMB HEAD 6063-T6 BONNELL

A6 CT501-37 STARTER SILL 6063-T6 BONNELL

A7 CG501-3 GLASS STOP 6063-T6 BONNELL

A8 DF500-1 HINGE JAMB 6063-T6 BONNELL

A9 CG501-05 MULLION FILLER 6063-T6 BONNELL

A10 DF500-2 TRANSOM MULLION 6063-T6 BONNELL

A11 DF117 GLASS STOP 6063-T6 BONNELL

A12 DF107 GLASS STOP 6063-T6 BONNELL

A13 ST500-1 STEEL REINFORCEMENT A36 STEEL VARIES

B1 RG-2 GLAZING GASKET EPDM TREMCO

B2 RG-8 INTERIOR SPACER GASKET EPDM TREMCO

B3 RSB-13 SETTING BLOCK EPDM TREMCO

B4 RG-13 GLAZING GASKET EPDM TREMCO

B5 RSC-502 SETTING CHAIR EPDM TREMCO

B6 - SPACER ALUM. ALL METAL INC.

C1 23216 STARTER SILL SCREW 1/4" - 20 X 11/4" UC PFH - 23 ST/ST ALLOY FASTENER

C2 FAS 14-2 ASSEMBLY SCREW 1/4" - 20 X 1" HWH-F STEEL ZINC COATED ALLOY FASTENER

C3 DOWNSIL 995 STRUCTURAL SILICONE SILICONE DOWNCORNING

C4 WD45-1 WATER DEFLECTOR ABS PLASTIC UNITED PLASTIC

C5 FAS10-1 #10X34" PFH TEK STEEL ZINC COATED ALLOY FASTENER



SERIESCT 501



C



M

Y

1312 OF

BOM

A3

A5

A7

A1

A6

A7

A2

A4



SERIESCT 501



C



M

Y

1313 OF

BOM

TRULITE GLASS & ALUMINUM SOLUTIONS SERIES CT501 … · 2020-03-18 · general notes: xthis product...

Documents

Transcript of TRULITE GLASS & ALUMINUM SOLUTIONS SERIES CT501 … · 2020-03-18 · general notes: xthis product...