HomeMy WebLinkAboutINSTALLATION5.5..
FRO.
COPnfHS
i--- WHOM W101H (36" -n- ) --.
TYPICAL ELEVATION WITH FASTENER SPACING
Installation Notes:
1. Seal flangelframe to substrate.
2. Use #10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 112'
into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project ofinstallalion. Addendum to NANI
Certification No: N1011567.09-R2
Reviewed By: r,"
This schedule addresses only the fasteners required to anchor the Date Reviewed: 07/25/2017
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address he sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to
www.jeld-wen.comiresourcesfinstallaiion.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
excent as authorized by JELD-WEN Inc. AS
MIN.01STANCE
11/r MIN.
EMBEDMENT
MAX
A SPACE
_FRAME SECTION (TYP)
VERTICAL SECTION
114^ MAX
SHIM SPACE
11/2" MIN.
MIN. DISTANCE
FOR EDGE! 3/4"
THRO(IGH I-RAME
INSTALLATION
1/4" MAX
SHIM SPACE
JAMB SECTION (NP)
HORIZONTAL SECTION
Max Frame pP RATING IMPACT_
36_ x_72 +65/-70_ NO-----
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted InternationE I Building Code (IBC), the International Residential Code (IRC), the Florida
Building Code (FBC) and the industry requirement for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be 3.Omm annealed insulating glass.
4. Use structural or composit� shims where required.
SCANNED
BY
St. Lucie County_
JELDrWEN Klamath th F Lakeport Blvd
Falls, OR. 97601
Phone: (541) 882-3451
Premium Atlantic Vinyl Single Hung Window
A `"' 2 of 4
JELD-WEN
CLIPPED ALUMINUM TUBE MULLI01
LARGE AND SMALL MISSILE IMPACT RESISTA
MULLION SPAN VS. LOAD N7DTH TABLES - INSTAL"TIONANCHOR
INSTALLATION NOTES:
'^IiAL NOTES:
d.ONS000DE,TEM CRI USE WITHIN AND BEEN DESIGNED
HIGHNDDELOCRDYIN HURRICM'EZONE PER TAB 201RRENT 302I20JITION OFTHE ANO ALUM NUM FLORIDA I. ANCHORS SHALL BE INSTP0.E0INACCORDANCE WITH MANUFACI
DESIGN MANUAL.
CODE. FOR 2. ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2d/4"T<
OF STUD
2. N0 ]]-10%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTIIS SYSTEM. WIND LOAD DURATION FACTOR 1 WHERE NOMNAL2x(MICHORS FASTEN TO N)WOOD ST D(ie. 3fi EDGEEDISTA DISTANCE IS FRAMING.
CE=18 HAS BEEN USED FOR WOOD ANCHOR DESIGN,
S POSITIVE FNC NEGATIVE
DESIGN PRETHE
CALCULATED
ORUSE
WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON 4. ANCHORS TO STEEL OR ALUMINUM SHALL HAVEAMINIMUM EDGE
BASIS
5. WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY JOE)=0
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, FOR SITE CONDITIONS
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE b. ANCHORREQUIREMENTS
STTUCCO FOAM, BRICK, AND OTHER WALL FNISHES UI
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. wr u
S (PERMIT HOLDER SHALL BY OTHERS) SHALL BE ANCHOREDEPROERLADEQUACY OF THE EXIST1140 STRUCTURE TO MINSTAND SUPERIMPOSED LOADS. WOOD BUCKS
O TRANSFER LOADS TO THE E%ISTNO STRUCTURE.
6. ALL EXTRUSIONS SHALL BE BB63-TIT ALUMINUM ALLOY. UNLESS NOTED OTHERWISE.
T. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS, e.g. WIND
LOAD RESISTANCE, AIR & WATER INFILTRATION. FORCED ENTRY, SAFEGUARDS, ETC.
B. TOP & BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAYBE MOUNTED VERTICALLY
OR HORIZONTALLY AS APPLICABLE.
9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
10, WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE' G 10.52 OR GREATER DENSITY.
11, MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO.
FOAM. BRICK, AND OTHER WALL FINISHES.
r. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS
) BE USED WITH THESE MULLIONS.
_. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT, SMALL MISSILE IMPACT. AND NONAMPACT APPLICATIONS.
I14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES.
15D ILARMETALS INCLUDING
FASTENERS T AT MAY COME INTO CONTACT WITH ALUMUNIMI WINDOW FRAMING SHALL DA BUILDING CODE. IAW BEEN PROTECTED.
TABLEOFCONTENTS
SHEET SHEET DESCRIPTION
1 I GENERAL NOTES, INSTALLATION NOTES 8 ANCHOR SCHEDULE
2 I ELEVATION
3 COMPONENTS
4 C-CLIP AND T-CLIP INSTALLATION DETAILS
5 'GOALPOST- CLIP INSTALLATION DETAILS
687 MULLION SPAN VS. LOAD WIDTH TABLES
T.
DETN L�Z S AI
COMMENDATIONS.
E AND 2-TO HOLLOW BLOCK.
CALL BE LOCATED IN CENTER OF
ANCHORSTOWOODFRAMING).
OF lnf
AMR.
ENTAND EDGE DISTANCE.
I WITHIN THE HVHZ,AONE.TIME
ED FROM THE MIAMICADE
enIIT,NETHEHVHZ.THE
9 FWHERE EXISTING STRUCTURE IS AIT ENERS ARE INTO STRUCTURALOWOOD FRAMING. VARY. FIELD VERIFY THAT
FRAMING MEN ERSI SHEATHNG.
In. PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE EXISTING STRUCTURE,
II. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MA NOT BE USED IN CONJUNCTION WITH
'GOAL -POST CLIP AND CUP PLATE.
ANCHOR SCHEDULE:
1. TO CONCRETE BLOCK MINIMUM
1.1. 3116"DIA. ITW ADVANCE THREADFORM TAPCONS WIT I- MINIMUM EMBEDMENT AND 2'
EDGE DISTANCE.
1.2, ATTACHMENT MAY BE MADE THROUGH IX OR 2X WO( D BUCKS OR DIRECTLY INTO MASONRY.
2. TO 25M PSI MINIMUM CONCRETE
2.1. 3116 DIA.IMADVANCETHEADFORMTAPCONSWIT 1-11Y MINIMUM EMBEDMENT AND 2-Ile
MINIMUM EDGE DISTANCE. Q
322' ATTACHMENT
WOOD BUCK AYBE 2%WOOD MADE THROUGH IX OR 2X
FRAME MOST SUBSTRATF�O BUCKS OR DIRECTLY INTO CONCRETE.
3.1. 410 WOOD SCREWS OF #10 TAPPING SCREWS (SMS OR SOS) WITH 1dl2' MINIMUM EMBEDMENT
AND 314- MINIMUM EDGE DISTANCE.
4. T011B" THICK MINIMUM 6063-TS AL UMINIUM OR STEEL SO$STRIATE(FM=Fry-22 KSI MINIMUM)
4.1. N109THRFASTAIO NLESS PENETRATION TSTEELS HR UGH HOST SUBST(SMRAOTE ANDF110'1RISCREW (SDS) WITH
MINMUM EDGE DISTANCE.
so 5a
J�� hs z
oI,
90 n l.. 9.6
TOEeRJ.Mnrvao, P.E.
FE&V RE, NO. 49752
// FENESTRATION \\
9 PROOAPPROVAL P
SEPRATAVAL W1
FENESTRATION
FENESTRATION
FENESTRATION
W2
L2
PRODUCTPER
PRODUCT PER
PRODUCT PER
SEPARATE
SEPARATE
SEPARATE
APPROVAL
APPROVAL
APPROVAL
0
a s
a s
I
I�W3- --
I
W4
I
W5--
I
NOTES:
1, NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE
UNLIMITED PROVIDED THAT MULLION LMRAMNS NOTED HEREIN ARE NOT
EXCEEDED.
3. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER
SEPARATE APPROVAL
D. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN
SCHEDULES.
1. MULUON SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS'.
4.1. MUWON'A'
lt.l. MULLION SPAN =L1
4 2, TRIBUTARY WIDTH =(W1•WRy!
42 MULUI
421. MUWONSPAN-u
A]]. TRNUTARY WIDTH - (INS -MIR
4J. MUWON'C'
10.1. MULLIONSPAN=P
uz TRIBUTARY MIN =(M-MID
MULLED FENESTRATION
4 PRODUCTS WITH TRANSOM
1 EXTERIOR ELEVATION SHOWN
NOTE: MULLION DESIGNATIONS (MULLION °A", MULLION -8-AND MULLION °C")
IN DETAILS 1/1, 2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE
DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS. ALL MI
SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROV
MULLION
OR
SUBSTRATE
FENESTRATION PRODUCT PER
SEPARATEA➢PROVAL
W1
eennnn,c rv-rn......
L1-
NOTES:
1. UNLIMITED MIMBER OF FENESTRATION PRODUCTS MAY BE
MULLED TO,XER PS SHOW N PROVIDED THIN MI W ON
LMRATIONS NOTED HEREIN ARE NOT EXCEEDED.
D. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
BE PER SEPARATE APPROVAL
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM
DESIGN SCHEDULES.
d. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED
AS FOLLOWS:
ll. MULLION'K
4.11. MUWONSPAN=LI
4.1.2. TRIBUTARYWIDTH=(W1aMA
2
1
FENESTRATION PRODUCTS
MULLED VERTICALLY
EXTERIOR ELEVATION SHOWN
NJ
MULLIONOR
STRATE
NESTNAM*N
ODOCTPERL1SEPARATEAPPROVALa s
�1W1--I-W2---1
NOTES:
TI
BNOFFEN ON PRODUCTS
E MULLEDTOGETNERASSHOYIN PROVIDEDTHAT MAY
MULLION LIARATIONS NOTED HEREPI ARE NOT
EXCEEDED.
]. ANCHORAGE OF FENESTRATION PRODUCTS TO
MULLIONS SHALL BE PER SEPARATE APPROVAL.
D. ALLOWPBLE DESIGN PRESSURES SHALL BE
A.
4.1, MULLIUn-n
4A.l. MUWONSPAH=L1
d 11. TRIBUTARY WIDTH v(WI a WHIR
12-1
OW 6K 2L. LI m Mi zo
CATION PRODUCTS
HORIZONTALLY RWrI J. AmovaPE
FbMa P.E Nd19]S2
1 ) EXT 4OR ELEVATION SHOWN
1.000"
3.000" 0. 125'
1' X3a'.MULLION
U63-T6 ALUM.
I� 1.000'
-- CA25"
4.000"
L
I 1" X 4" MULLION
2 6063-T6 ALUM.
4.385'
Et
-1--�- 0.125" 0.726"-IL-III{- 0,476"
OA7fi° 0.125°0.125'
1.000' 2.110' 0.125' 2.110" 0.125"
II�II
1.375" {5.500" --I
0.312' 0.375° I 3.000" -
'
��
0TCHOR
0.43' FITHR1US4' .
„ FOR
W
MULLION
I ANCHOR LOCATION. MULLION
00.
TYPICAL
GOAL-POST'CLIP °36-T6 ALUM
IllGT(CJ,
µCNON LOGIION. 1191U1
1.9500 11PXf1
0.975°
ANCHOR LOCATION, .29" 5.500"
TYPICAL I 3.000° ^
0.110" _ °
0
1 0l ° o N FOR USE 0.438° u�i WITOH I'%3•
-1- 4.340' N - 0.438' n e WRH 1'%5' r �? MULLION
0.970" r MULLION
µ. LOGMN,
µCNgt LOGPON, IYPICIL
$ 11PIC.�1
1.685'
19°
C CLIP
&IILTIAIUI
IP 6063'GOAL-POST CLIP PLATEB fi063-TBPLUM4 6063-T6ALUM. .
Robe, J, emonao. P.E.
pwM P.E. Na. 197M
— i" x 3" or 1"x 4" MULLION
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
1" x Tor 1" x 4" MULLION
i
I
I
#10 SMS OR SDS
WITH FULL THREAD
PENETRATION INTO
MULLION
1/2 y DD
2 �.,�
#10 FLATHEAD 2 #10 FLATHEAD #10 FLATHEAD
BOB. (4) PER CLIP SDS, (4) PER CLIP SDS, (4) PER CLIP
1"x3"or 1"x �Kj
"x 3" 1"x4"
4" MULLION MULLION MULLION
TYPICAL ATTACHMENT AT 1"X 3" MULLION ATTACHMENT AT 1" X 4" MULLION ATTACHMENT AT
1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION WIC -CLIP MULLION INTERSECTION WIC -CUP
4 VERTICALSECTION 4 SIDE ELEVATION
� SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) T�
ANCHORSPER
SCHEDULE, (4)
PER CLIP
I"x3"or 1"x
4" MULLION
ANCHORS PER_
SCHEDULE, (4)
PER CLIP
#10 FLATHEAD
SDS, (4) PER CLIP
MULLION
X 3" MULLION
1" X 4" MULLION
ANCHORS PER
f SCHEDULE, (4) PER
CLIP
010 FLATHEAD
SDS, (4) PER CUP
Iftw".N o, P.E. \
FlWe P.E.NoAOM
I
I
I
i
SUPPORTING SUBSTRATE
(SEE ANCHOR SCHEDULE)
EDGE
EDGE
DIST. DIST.
EMBED. ANCHORSPER
SCHEDULE EXCEPT
FOR ANCHORS TO
CONCRETE BLOCK
—' (CMU) OR CONCRETE
14 I 3'/8" MIN. INTERIOR
1„ 3/8" MIN.
_EXTERIOR
#10 FLATHEAD
BIDS, (4) PER CLIP
1" x 3" or 1" x 4" MULLION
2
5
TYPICAL ATTACHMENT WITH
1 'GOAL -POST CLIP
5 ' OE ELEVATION
NOTE:'GOAL-POST' CLIP AND
CLIP PLATE SHALL NOT BE
USED WITH 3N6"TAPCONS
FOR ANCHORAGE TO
CONCRETE OR HOLLOW
CONCRETE BLOCK. MAY BE
USED ONLY FOR
ANCHORAGE TO WOOD,
ALUMINUM OR STEEL.
M
0
I- 1.95"
ANCHORS PER v
SCHEDULE EXCEPT
FOR ANCHORS TO w
#10FLATHEAD 1.37 " CONCRETE BLOCK
BIDS, (4) PER CLIP (CMU) OR CONCRETE a
O
0
r'1
C
"x3"aF
i, z4„ O
ATTACHMENT WITH
0
0
a
Y
5
M
0
DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL -POST' CLIP
MULLION
TRIBUTARY
WIDTH
3fl"
3B"
42"
46"
SPAN
18"
21°
24"
20.6
27"
18.3
18.6
16.0
13.8
12.7
11.8
1t.0
10.3
108"
100"
27.5
32.6
23.6
20.1
2A•8
21.8
19.7 _.
_
_ 17.9
16.4
_ 16d
14.0
13.1
12.3
11.1
08°
37.0
31.7
27.8
24.7
222
20.2
18.6
17.1
16.9
_ 14.8
_ _ 13,9
72.8
183
80-
44.9
38.5
33.7
30.0
27.0
24.6
22.5
20.7
19.3
18.0
18.8
18.3
17.6
80°
61.6
44.1
38.8
34.3
90.8
28.1
25.0 _
23.0
22.1
20.8
221
20.7
1B8
84°
66.3
47.4
41.6
38.8
332
30.1
27.6
20.5
23.7
26.6
24.021.766A
80"
14-0
54A
"M
42.7
38A
34.8F32
20.8
30.5
SBA
24.8
22.6
E6.0
49.6
44.0
39.0
40.7
36.0
37.0
31.3
27.1
ZOA
23.0
70"
67.6
71.6
60.1
01.3
60.8
53.7
46.2
47.7
42.9
39.0
33.0
28A
26.8
24.38fl"
72"
760
08.9
68.6
62.0
46A
42.0 _
38.0
312
28.9
28.800°
76.0
T3.6
64.4
672
61.8
46.8
39.0
34.3
41.2 _
29.2
32.4
76.0
76,0
71.6
89.0
57.2
62.0
44.0
!27A
38.2
40.7,,,,,,,,,
35.8
38234.6
__,.
.876.0
.,_
76.0
67.90
61_t
66.6
47.0
49.5
dR.9
,,,,
60.2
90.476.0
48"
76.0
76.0
76.0
77.fi
_ 84.4
_ _ 66.6
flB.B
..,._
6B0
48.1
46.0
41.8
16.0
76.0
761
73.8
67.
61.9
6
63.7
50.3
46A
38A'
75.0
_ 76.0
76.0
76.0
75.0
75.0
73.2
75.0
7t6
_
66.0
67.2
63.7
486
38°
76A
76.0
75.0
76.0
76.0
75.0
76.0
75.0
76.0
88.7
64A24"
30"
76.0
76.0
76.0
76.0
75.0
76.0
75.0
_
75.0
__76.0
750
76.0
76.0
75.0
72�8
DESIGN SCHEDULE: V'0" MULLION WITH 'T-CLIP' OR `C-CLIP'
MULLION
TRIBUTARY
WIDTH
1
1
30"
33"
38"
39"
42°
45"
48"
63"
SPAN
18"
21"
23.6
24"
20.6__-
27"
16_3_
10.5
16,0
13.8
12.7
11.8__._
1110
10,3
am
106"
-27A
32.8
28.1
24.6
21.0
_
19.7
1719
16A --_�
16.1
14.0
13./
11.3
11.1
_.. 37.0
31,7
27.8
24.7
22.2
20.2 _--�
18.8
17.1
16.9
i4A
13.8
12.6
90°
44.9
30.5
33.7
__
30.0
27.0
24.6
22.5
29.7
10.3 _
18.0
_ 16.0
15.3
86"
61.6
44.1
38A
34.3
30.9
28.1
26.8
_ 23_6
22A
20.6
19.3
20.7
17.5
10•e
84"
65.3
47.4
41.6
38.8
33.2
30.1
27.6
26.6
23.7
22.1
25.0
24,0
21.7
fl0°
89.0
64.8
4BA.
42.T _
30A
34.8
32.0
28.6
27A
28.6
27.8
26.8
23.4
T8"
69.0
_ 69.2 _
61.0
46.0
41A
44.8
37.7
40.7
34,6
37.3
31.9 _
34.4
32.0
28.8
28.0
25.3
70°
74.0
84.0
66.0
40.7
SB.5
$267
47.0
43.8L4U.5
37.835.1
32.0
29.8
42.7
38.7
77'
88"
76.0
76.0
76A
75.0
86.8
7fi.0
75A
08.4
_
62A
_
48.8
46.8
7 el
76.0
76A
76.0
7b.0
76.0
76.0
.7
6fl,8
51.8
78.0
78.0
T8.0
76.0_
75.0
76A
76.0
75.0 _-
_-_72.778.0
76.0
76.0
76.0
_..__4B"_
76.0
___76.0
76.0
76.075.0
760
76.0
72.7
76.0e
86.6
76.0
_ 76A
7...
75.0
75.0
76.0
76.0
75.0 _
76.0
760
76.0
76.0
76.0
.42"
76.0
76.0
76.0
75.0
76.0
76.0
75.0
76.0
76.0'
76.0
75.0
76.0
76.0
38.4"
76.0
760
76.0
76.0
75.0
75.0
76.0
75.0
76.0
760
760
76.0
76.0
30"
76.0
75.0
75.0
76.0
76.0
76.0
75.0
76.0
76.0
76.0
76.0__
26°
76.0
76.0
76.0
76.0
76.0
76.0
76.0
76.0
76.0
76.0
16.0
750
DESIGN SCHEDULE NOTES:
1.1 DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
POSNIVE (.)AND NEGATIVE(-) DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PER SOUARE
FOOT(PSF),
2: FOR DETERMINATION OF MULLION SPANS AND
I TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2.
31 FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE
OF CLIP PER MULLION, USE THE LESSER ALLOWABLE
DESIGN PRESSURE.
4 'GOAL -POST' CLIP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
(CMU).
5. ® DENOTES CONDITIONS NOT ACCEPTABLE
FORUSE.
it
I
RE PaNM1JaNo..l P.E.
Flytla RE 4B]5]
0
z
I
DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL -POST' CLIP
MULLION
TRIBUTARYWIDTH
1
42"
46"
48"
63"
SPAN
10"
21"
24" 1
27"
30"
33"
38"
3B°
106"
48.0
41.6
38.4
32A
292
24.6
24.3
22.4
_ 20.0
_ 19A
1BR I18.5
100"_
61.6
44.1
33.8
34.3
- 90.9-
2Bd
26.8
23.8
22.1
20.8
_ iB.3
7.8
9B°
69.7
48.0
40.2
35.8`
322�
28.3
28.0
24.8
23A
27.6
162
_
BO°
_
622
48.1
42.8
36.2 ---
34.3
31.2
20.6
20A
24,6
22B
21.6
10.4
88°
$9.9
51.3
44.9
39.9
36.8
32.7
29.9
27.0
25.7
24A
226
20.3
84°
81.3
62.8
^40.0
40.8
30A
33.4
_
30.7
28.3
28.3
249
23.0
20.8
80'
94A
55.2
48.3
42,9
30.8
36.1
322
20.7
27.6
26A
24.1
21.8
78"
66.0
68.6
49.8
44.0
39.8
38.0
33.0
316
28.3
28A
_ 74.6
22.4
_
76'
87.0
66.1
60.B
46.2
40.7
3T.0
33.9
31J
29.0
_27.1
28.4
23.0
72"
71.6
81.3
53.7
47.7
42.8
38.0
35.8
33.0
30.7
20.8
2 -
?4.9
80°
_
78.0
_ _
86.9
58.6
62.0
46.8
_
42.0
38.0 _
__ 36.0
33A
312
29.3
28.6
^29.2
80°
78.0
73.8 ^
84.4
67.2
61.8
48.0
42.8
39.8
38.0
34.8
32.2
64°
_
7fi.0
76.0
71.6
_
63.6
672
52.0
_
47.7
44,0
40.8
382
36.8
32A
60.0"
T6.0
76.0
07.9
81.1
55.6
BO.B
47,0 -
_-- 49.8 -.,.,
._ 40.7
382
34.8
4W
76.0
76.0
_76.0
71_5
64A
68.6
63.7
49 B
„-. 48�0 _.
_,_ 42,_0
40.2
38.4
_
42'
76.0
76.0
76.0
76.0
_-
_
BB.B
819
608
_„628 __
49A
48.0
47.8
3B.4_
_ _
75.0
75.0
75.0
-_-_73.8 ._.._..
7b.0
_-
73.2
87.1
61.9
67.6
63.7 _
_ 60.3
_46.8
38"
_
T6.0
_76.0-
76.0
76.0
76.0
_
76.0
76.0
eB.O
81.3
672 _
_63.7 _
_48.6
30°
_
76.0^
75.0
75.0
75.0
76.0
76.0
_T7.6
i 76.0
76.0
G8y3
2A°
76.0
76.0
78.0
76.0
76.0
76.0
76.0-
.76.0
78.0
76.0
76.0
72.9
DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP'OR'C-CLIP'
MULLION
TRIBUTARYWIDTH
1
1
30"
39,
42'
46"
4B'
53°
SPAN
10"
21" 1
24"
27"
30"
33"
106"
$0.0
60.6
44.2
30.3
36.4_
32.2
29.5
27.2
_ 26.3
23.6
221 _
20.0
100"
70.2
60.2
_
62.7
46.8
42.1
38.3
35.1
324
3D.1
26.1
20,3-
27.0
90"
75.5
88.0
597
622
47.0
43.3
39.7 -
- 38.6 -
34.0
31.6
2Bb
27.
90'
_
75.0
75.0
72.3
_
84,2
67b
62.8
4B2
44.5
41.3
30.6
38.1
32.7
_
e6"
76.0
T6.0
76.0
79.8
88,3
802
66.2
61.0
47.3
442
41A
37.5
84"
76.0
T5.0
=
75.0
71.1
64.6
69.3
54.7
40.6
47.4
44A
40.2
80°
75.0
76.0
76.0
76.0
X0
74.8
68.0
03.3
68.8
54.9
61A
46.6
7W
76.0
76.0
76.0
76.0
76.0
76.0
73.7
60.0
03.2
59.0
55.3
60.1
7W
76.0
76.0
76.0
76A
75.0
76.0
76.0
71.9
60.7
62.3
58.4
52.9
_
76.0
76.0
76.0
75.0
75.0
76.0
76.0
74.6
69.8
652
69.1
.0
75.0
_
76.0
75.0
76.0
76.0
76.0
75.0
X0
76.0
71.2
64.4
.0
75.0
76.0
76.0
75.0
76.0
76.0
75.0
T0
76.0
76.0
70.9
76.0
75.0
76.0
_
76.0
76.0
75.0
16.0
76.0
76.0
76.0
76,06.0.0
,
76.0
75.0
76A
76.0
76.0
76,0
78:U --
__760 _
_,-, 76.0
76....
K7Z`76.0.0
T6.0
75.0
76.0
78076.00
T6.0
76.0
76.0
_76,0
.0
76.0
75A
76.0
76.0
75.0
0
75.0
76.0
76.0
75.0
76,0
76.0
76,0
I6.0
76.0 V0
tO0
76.0
76.0
_76.0
76.0
.0
76.0
76.0
75.0
_
75.0
76.0
76.0
760
76.0
i 76.0
.0 _
.0
76.0
75.0
750
_
Tb.O
_ __0
76.0
.0
76.0
780
76.0
76.0
24"
750
760
75.0
76.0
750
76.0.0
76.0
760
76.0
76.0
o
a
�5
e
ae
ww
DESIGN SCHEDULE NOTES:
6
1. DESIGN SCHEDULES PROVIDE M,MMUM ALLOWABLE
POSME I.) AND NEGATIVE(-) DESIGN PRESSURES FOR
USE WITH MULLION SYSTEM IN POUNDS PER SQUARE
FOOT (PSF).
2. FOR DETERMINATION OF MUWON SPANS AND
$
TRIBUTARY WIDTHS, SEE ELEVATIONS ON SHEET 2
o
3. INSTALLATIONS UTLIZING MORETHAN ONE TYPEOF
,y
TS
CLIP PERMULLION. USE THE LESSER ALLOWABLE
d''un
DESIGN PRESSURE.
Nm
B
.,
d. 'GOAL -POST' CLIP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK
zOQ
(CMU}
�m
i�00
3§0
6, ® DENOTES CONDITIONS NOT ACCEPTABLE
0J
mj3
FOR USE.
PCEm J.Nmno. P.E
FbH°P.E N°. a9]51