trulite glass & aluminum solutions series ct501 … · 2020-03-18 · general notes: xthis...
TRANSCRIPT
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
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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
MULL. SPACINGSEE CHART ON SHEET M1
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 )
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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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
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
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
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
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
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
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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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
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
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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SERIESCT 501
STOREFRONT( LARGE MISSILE IMPACT)
Email: [email protected]
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GLAZING CONSULTANTMCY ENGINEERING, INC.
8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117
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
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"
CONCRETEf'c =3 KSI MIN.
TYPICAL ANCHORSEE ELEVATION FORSPACING
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)
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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SERIESCT 501
STOREFRONT( LARGE MISSILE IMPACT)
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GLAZING CONSULTANTMCY ENGINEERING, INC.
8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117
M
Y
137 OF
A2
(2) @ EACHSIDE OFMULLION AT3" O.C.
2 1
/2"
3/8
" MAX.
SHIM
CONCRETEf'c =3 KSI MIN.
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
.
TYPICAL ANCHORSEE ELEVATION FORSPACING
TYPICAL ANCHORSEE ELEVATION FORSPACING
TYPICAL ANCHORSEE ELEVATION FORSPACING
METALSTRUCTURE
MIN. EDGE DIST.
CONCRETEf'c =3 KSI MIN.
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
.
TYPICAL ANCHORSEE ELEVATION FORSPACING
CONCRETEf'c =3 KSI MIN.
BUTYL TAPE
BUTYLTAPE
BUTYLTAPE
BUTYLTAPE
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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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
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
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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SERIESCT 501
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Email: [email protected]
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GLAZING CONSULTANTMCY ENGINEERING, INC.
8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117
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
403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083
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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
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"
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
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
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
1312 OF
BOM
A3
A5
A7
A1
A6
A7
A2
A4
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
1313 OF
BOM