HomeMy WebLinkAboutProduct Approval MULTIPLE MODULES e i (O
ACCEPTABLE MULLION SPAN 07
MULLION SPAN HORIZONTAL � o
I-�^ MULLION
HORRONTAL �� a t• �
ANDERSEN CORP. ANDERSEN CORP. MULLION Z
WINDOW WIryDOW —�` Iq
MULTIPLE MODULES SEE SEPARATE SEE SEPARATE NULBTILIOCy \� F°' 3
APPROVAL APPR¢VAl /�
ACCEPTABLE / // // f Q OL N
ANDER RP. 0'p 3�
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SEE SEPARATE
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ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP, ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP.
_WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR WINDOW/DOOR Z
z
SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE SEE SEPARATE
APPROVAL APPROVAL APPROVAL APPROVAL APPROVAL APPROVAL APPROVAL O
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MULLION SPAN U) F e
TYPICAL MULLION ARRANGEMENT HORIZONTAL W w CL o $
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NARROW STEEL MULLION SYSTEM .: 3 Q—m
ANOE SEN COR '",;; O t'
WINDOW FRAME MEMBERS INCLUDED IN PROPERTIES EE IyEP '/ � .�
SEE SEPARATE ��., Of Of
DESIGN LOAD RATING FOR THIS MULLION TO BE AS PER CHARTS � APPROVAL �`
SHOWN ON SHEETS 4 AND 5.
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -*^•^.---®�--^-^=- __--_---• - _---,- ®—_ ___ `
APPROVAL APPLIES TO MULLIONS COMBINATIONS WITH FRAME MEMBERS OF AND CAN BE USED WITH ALL F.B.C. APPROVED C �
ANDERSEN CORPORATION WINDOW AND DOORS IN ANY COMBINATIONS IMPACT AND NON—IMPACT RESISTANT PRODUCTS.
SEE SHEET 2 FOR WINDOW FRAME MEMBER DETAILS. -- ------ -.— .._
SEE SHEET 3 FOR DOOR FRAME MEMBER DETAILS. VERTICAL VERTICAL
SEE SEPARATE APPROVAL FOR WINDOW/DOOR ANCHORS AND DESIGN LOAD CAPACITY. MULLION MULLION
LOWEST VALUE RESULTING FROM MULLION, WINDOW OR DOOR APPROVAL // i/ // c
WILL APPLY TO ENTIRE SYSTEM. j- '/- - B
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ANDERSEN CORP. ANDERSEN CORP. ANDERSEN CORP.
HURRICANE ZONE(HVHZ). WINDOW/OOOR WINDOW/DOOR WINDOW/DOOR
SEE SEPARATE SEE SEPARATE SEE SEPARATE
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPROVAL APPROVAL APPROVAL I
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER y
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. _ o o
m
WOOD BUCKS ST OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER A-THIS PRODUCT D DOES
DOCUMENT(INFOR PREPARED BY THIS ENGINEER •>
LOADS TO THE STRUCTURE. IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR SPE SPECIFIC C
PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. F------i
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BE
RESPONSIBLE
BASED FOR THE ON PRODUCT SELECTION.
PURCHASE
ANDTION \
V``111®111
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). INSTALLATION OF THISPRODUCT
PROVIDED HE/SME DOES NOT DENATE FROM THE CONDITIONS DETAILED `� ��'
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ON THIS DOCUMENT,
ARE NOT PART OF THIS APPROVAL. - C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALTERED BY ANY MEANS. No.70592
0-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED .• o _
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHffECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) _
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER �`.�pLT
REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED p'�
ENGINEER TO THE PED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SRE O ,d OF L
WID9 00.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. % '• AZORIO�` ��°`�
IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. E-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ryryr� i/
LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #1! /2O '/ ®�OIQ,.•v`VV``
1 .i sheet 1 of 11
U
2.250 .969 3.334 3.334 658 2.942--i o
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5p--1.375 1.115 1.375 m %
�- 1.759 I 658 -0 .818�.� 1.755 0 t ry o
1 -d _6d6d 438 Q N 5
h-2.344
2.771 2.771 fes-2.771--I -}- 4.125 a m
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CASEMENT - - AWNING - - - -TILT-WASH.DOUBLE HUNG- WOODWRIGHT_DOUBLE HUNG _ SPECIALITY DIRECT SET (CTC & CTOC) lz ta LL
FRAME HEAD/SILL FRAME JAMB FRAME HEAD FRAME HEAD/JAMB FRAM I 0 5-
30835 30836 - - ° m
WOOD WOOD WOOD WOOD WOOD cy o C<R g
F4 125 3.796 - _ - o-1A�0
3.734 812 Q 3 LL m
::2.250----1989
I �' 1.115-{ 1.375 0872
.406 _ _ I 70o
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CASEMENT AWNING TILT-WASH DOUBLE HUNG TILT-WASH FIXED WOODWRIGHT FIXED SPECIALITY DIRECT SET (CTN) of o
FRAME JAMB FRAME HEAD/SILL FRAME JAMB FRAME HEAD/SILK, AMB FRAME HEAD/SILL/JAMB FRAME SILL p O w Lo
WOOD
30838 3OB38 - - -
27122
WOOD WOOD WOOD WOOD WOOD O O Q m
WOODZD Z
r. W
2.942 3.727 w L 0 o
968 Lu WLLO o
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.719 �- 1.360 1.294 7 1.391 -�- 1.425 Of O
1- .811 � I � '®
I I .705 z
h---7.844 2.500--d-L 4.007
4.125
PSNL CASEMENT PICTURE FLEXIFRAME FIXED SPECIALITY DIRECT SET (ET)
FRAME HEAD/SILL/JAMB FRAME HEAD/SILL/JAMB FRAME HEAD/SILL/JAMB FRAME SILL
53103
WOOD WOOD WOOD WOOD c
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1.336
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CASEMENT PICTURE (P) 3p
FRAME HEAD/SILL/JAMB c
30394 Z N0.70592 s:
WOOD
` 0 S',EOF ,•'6[ : Browing�no.
' F[ORIDP '�\i�� M15-03]
FL #17720 .. /`7r1ZONAL sheet 2 of 11
1
5.794 U
2.655—1 4.193 1.373 ��� 0
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.929 .988
1.230
1.185
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GLIDING DO R FRAME HEAD HINGED DOOR`HEAD/JA BH(OPERATING/STATIONARY) OUTSWING DOOR HEAD/JAMB (OPERATING/STATIONARY) - G
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52253 57019 p ei
WOOD WOOD WOOD a C W 2 °o
-- - - - .629
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.567 LLQ W y—
1.359 .080 .085-11.197 J O m J
—r .062 W.�F
- fi73
3.979
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HINGED HEAD/JAMS COVER (OPERATING/STATIONAR,YY) OUTSWING HEAD/JAMB COVER (OPERATING/STATIONARY) In O ir I
5222557031 � 0_Z N1
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N0.70592
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4.000 TYP. m.281
8.000 TYP. :;Q'•.. 8'•".c OF Browing no.
NARROW MULLION �,�•' FCORIDP ���` M 15-03
ZINC PLATED STEEL FL #177 0 ��//®ON AL�,��`
L sheet 3 of 11
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
W/O INTERMEDIATE HORIZONTALS W/O INTERMEDIATE HORIZONTALS W/0 INTERMEDIATE IiORIZONTALS o
WINDOW DIMS. I EXT, (+) WINDOW DIMS. EXT. WINDOW DIMS, EXT. (+)
WIDTH (W)IMULL SPANI INT. (-) WIDTH (W) MULL SPAN INT. (-) WIDTH (W)MULL SPAN INT. (-) Z n
12' 100.0_ 12' 100.0 12" 71.6 A
15" 100.0 15" 85,3 15" 58.0
18" 100.0 18" 72.5 18" 120" 49.0 'i' o d
21" 94.2 21' 63.4 21" 42.6 J O
24' 85.0 24" 56.7_ 24" 37.8 5 a GWSI
_ 27"_ _ 78.0 27" 84 51.4 27" 34.1 IL III
Q�O
30' 60" 72.5 30" _ 47.3 12"- -- - -68.0 - - - _ - - _ v t _earl
33" 68.2 33" 44.0 15" 55.1 W7 W2 0
O W m o
36" 64.8 36" 41.2 18" 126" 46.5 O y Q C
39" _- -62.0-- 39"- -- -- - 38.9 -21" - - -40.4 -
42" 59.8 12" 97.1 24" 35.8 w - -
45" 58.0 15" 79.1 27" 32.2
48' 56.7 18' 67.2 12' 64.8
12" --1a0.0 21' - 58.7 15" 52.4
15" 100.0 24" 90" 52.3 18' 132' 44.2
18" 95.4 27" 47.4 21' 38.1 -�Z -_
21' 84.0 30" 43.5 24" 33.4 O o
24' 75.6 33" 40.4 12" 60.6 W O
27' 69.1 36" 37.8 15" 48.5 ;yi!; O I
in
30' 68' 64.0 12' 90.7 18' 138" 40.5 3 CL Z o
33" 59.9 15" 73.8 21" 34.8 ZO O tLi S
36" 56.7 18" 62.5 24" 30.5 �
39" 54.0 21" 54.5 12" 55.3_ MULLION SPAN Z 2
42" 51.8 24" 96" 48.6 15" 44.3 W
45' 50.0 27" 44.0 18' J Q'=O 0 c
144" 37.0 W
OLLa
48' ae.6 30' aoa 21" 31.7 WIDTH W = w1 + vn Z o>--
12*
12" 100.0 33" 37.3 24" 27.8 ) 3 Q m
15" 1003 36" 34.9 Of ;®
18" 86.3 12" 85.0 Of
21' 75.8 15" 69.1 Z
24' 68.0 18" 102" 58.5
27" 62.0 21" 51.0
30" 72' 57.3 24" 45.3
33" 53.5 27' 41.0
36' 50.4 30" _ 37.5
39' 47.8 33" 1 34.7 c
o
42" 45.7 12' 80.0 -
45" 44.0 _ 15" 65.0
`u
48" 42.5 18" 54.9 v
12" 100.0 21" 108" 47.8
15" 92.6 24" 42.5
18" 78.8 27"
21" 69.1 30" 35.1 o
24" 61.8 12" 75.6 v o
_ c
27' 56.2 15" 61.3 �-
30" 78" 51.8 18" 51.8
33" 48.2 21" 114" 45.1 ��` �"J .^• '�i m
36" 45.3 24" 40.0 �. •�10EN8�c•'•• $
39" 42.9 27 36.1 N0.70592
42" 40.9 30' 1 33.0
:eco•• S. '.c OF ��Qv� drowin99 no.
:, 5;•.�toaiD!• �`�,•
M15-03
FL #17720 AL
DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS c
WINDOW DIMS, EXT. (+) WINDOW DIMS. EXT (+) WINDOW DIMS. EM. (+) ut
WIDTH (W) MULL SPAN INT. (-) WIDTH (W)MULL SPAN INT. (-) WIDTH (W) MULL SPAN INT.
12' 100.0 12" 100.0 12" 71.6 Z_ o
15" 100.0 15" _B5.3_ 15" _57.6 F yl t 3
18" 100.0 18" 72.5 1B" 120" 48.0 a Q 6 n E
21' 94.2 21' 63.4 21" 41.1 �'O o
_ J
24' 85.0 24" 56.7 24" 36.0 ., �, o Q.
27' _ 78.0 27" 94" 51.4 _ 27" 32.0 '
30" 60' 72.5 30 47.3 12" -- ---65.3_ - - - _- - - - - - _ ._ _ �o. a
33" 68.2_ 33" 44.0 15" 52.2
36' 64.8 36" 41.2 _ 18" 126" 43.5 cf a Q Q
39- "- - - 62.0 - 39"- 38.9 -21" - 37.3
42" 59.8 12" 97.1 -24" 32.7 - - - - - - - - - --- - -� � -
45' 58.0 15" 79.1 27" 29.0 W1 W2 W N c
48" 56.7 18" 67.2 12" 59.5 J CH
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12" 100.0 -21" 58.7 15" 47.6 Q w
15' 100.0 24" 90" 52.3_ I8" 132^ -J9.7- MULLION SPAN -
....-J
18" ___95.4 27" - 47.4 21" _- 34.0 Z
21" 84.0_ 30" 43.5 24" 29.8 - O
i.
24" 175.6 33' 40.4 12" 54.4
27' 69.1 36" 37.8 15" 43.6 - - '_ to p Of I i
30" 66" 64.0 12" 90.7 18' 138" 36.3 N 0-Z M
33' 59.9 15" 73.8 21' 31.1 ., ZO
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36' 56.7_ 1 B' 62.5 24" 27.2 'i 'i• i" 3 J
39" 54.0 21" 54.5 12" 49.7 O Z x Z i
42' 51.8 24" 96" 48.6 15' 39.8 cn
W
45" 50.0 27' 44.0 1B" 144' 33.2 W
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48' 48.6 30" 40.3 21' 28.4 ¢
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12" 100.0 33" 37.3 24" 24.9 3 <O m
15" 100.0 36" 34.9 O
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18" -_86.3 12" 65. I %i!:%I :ii;•. z ��®
21" 75.8 15' 69.11 � Z
24" 68.0 18" 102" 58.5 O
27" 62.0 21" 51.0 !ii!•, ::i;: 3
30" 72' 57.3 24" 45.3
33" 53.5 27" 41.0
36' 50.4 _ 30' 37.5
39" 47,8 33" 1 34.7
3 c
42" 45.7 12" 80.0
45" 44.0 15" 65.0
48" 1 1 42.5 18" 54.9 I_ v
12' 100.0 21" 108' 47.8 MULLION SPAN
15" 92.6 24" 42.5
18" 78.8 27" 38.4 c v
21" 69.1 30" 35.1 WIDTH (W) = W1 + W2
24" 61.8 12" _ 75.6 2 o
c
27" 56.2 15' 61.3
30" 78' 5118 18" �51.8� `��Y'!°:•AH
33' 48.2 21" 114' 45.1 o
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36" 45.3 _ 24' 39.9 d
39' 42.9 27" 35.5 N0.70592 '-
42" 40.9 1 30" 31.9
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FL #177,0 '�l'®�LL M 15-03
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a ame: 04-29-1s revisions: NARROW STEEL MULLION SYSTEM
s g AL-FAROOQ CORPORATION
'o no O e description ENGINEERS&PRODUCT DEVELOPMENT
nesse-ANDERSEN CORPORATION
m (Jl 12355.W.87 AVE
100 FOURTH AVE. NORTH i MIAMI,FLORIDA 33174 C
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VV TEL(305)26A 9100 FAK(308)262 6978
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No.70592 \
Cl S•"'d OF ;� � draw10
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FL #17720
sheet g of 11
END BRACKET
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TYPICAL ANCHORS 889- O O O O O Q W ei f
TYPE A, 8 OR C_
4 PER CLIP _ - I I _I C___ - -
4.250-----i LI.500-J - Z --
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MULLION END BRACKET �w o
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14 GA. ZINC PLATED STEEL N Z o
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TYPICAL ANCHORS: SEE ELEV.FOR SPACING J c)Q
TYPE 'A'- #12 SMS OR WOOD SCREWS (GRADE 2 CRs) O Z x z
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES V)o a
1-3/8" MIN. PENETRATION INTO WOOD rww- WO R 0 8
TYPE 'B'- 3/16" DIA, ULTRACON BY 'ELCO' (F-177 KSI,FY-155 KSI) 3 ZQ o m d
THRU 19Y WOOD BUCKS INTO CONC. OR MASONRY O O
1-1/4" MIN. EMBED INTO CONC. OR MASONRY ;,®
DIRECTLY INTO CONC. OR MASONRY z
j 1-1/4" MIN. EMBED INTO CONC. OR MASONRY
TYPE 'C'- #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
_ INTO METAL STRUCTURES
TYPICAL ANCHORS STEEL : 12 GA. MIN. (Fy 36 KSI MIN.)
TYPE A, 8 OR C ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
4 PER CLIP (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c
0
' TYPICAL EDGE DISTANCE
c
INTO CONCRETE OR MASONRY = 1-7/8" MIN.
INTO WOOD STRUCTURE = 3/4" MIN.
I INTO METAL STRUCTURE = 1/2" MIN.
I I
ANCHORS CL TO CL DISTANCES d
N INTO CONCRETE AND MASONRY - 1-3/16" MIN. 4 0
INTO WOOD STRUCTURE = 3/4•' MIN.
a 1/4"X 5/8" Q INTO METAL STRUCTURE - 3/4" MIN. m o
0 HEX HEAD BOLT& NUT
RETE AT HEAD.HOLLOW/FILLED(LL OR ATB
BLOCK JAMBS Vm - 2 0 1 0
C-90PSI MIN.
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END BRACKET v 7 •' o
No.70.592 a
"Q Sl'•.SOF draWingo no.
VERTICAL OR HORIZONTAL
MULLION CONNECTION �' i£ OR1D�'� ` M 15-03
FL #177200 17720 7777®NA`- %``� sheet 10 of 1 1
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S.W.87 AVE
® 100 FOURTH AVE. NORTH MIAMI,FLORIDA 33174
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