HomeMy WebLinkAboutWindoor FL21144_R3_II_Tube Vertical LMI - Signed DRW (1) NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1 . FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SEE FL21144. LARGE AND SMALL SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT AND 9/16"
MISSILE IMPACT, LEVEL D, WIND ZONE 3. MINIMUM EDGE DISTANCE INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
2. WOOD FRAMING, METAL FRAMING AND MASONRY/CONCRETE OPENING TO BE DESIGNED ELEVATIONS AND INSTALLATION DETAILS.
AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND 1 . FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT
MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
ENGINEER OF RECORD. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED INSTALLATION DETAILS.
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 2. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
OR ENGINEER OF RECORD. INTERIOR WALL WITH 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE ELEVATIONS AND INSTALLATION DETAILS.
PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1 .6 WAS USED FOR 3. ALL FASTENERS TO BE CORROSION RESISTANT. UPDATES FOR 2020 FBC.
UPDATED MANUFACTURING
WOOD ANCHOR CALCULATIONS.
4. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM o ADDRESS. COMBINED ALL
5. FRAMING SHALL EXTEND BEYOND FENESTRATION/MULL CLIP INTERIOR AND EXTERIOR WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK ° VERTICAL TUBE MULLIONS
FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. TO BE 1/4". APPROO VAL.VAL.(NON INTO THIS
6. MULLION AND CLIP MATERIAL: EXTRUDED ALUMINUM 6063—T6. 5. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN CAPABLE OF SUSTAINING APPLICABLE LOADS.
WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN a°
ONLY TO MULLION. FENESTRATION UNITS MUST BE APPROVED UNDER SEPARATE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
APPROVAL. w U)
o
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 2 > a �° O Q
9. SINGLE FENESTRATION UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN Z W (0 Y U
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
THIS DRAWING. FENESTRATION UNITS MUST BE MANUFACTURED BY PGTI. J }
1112
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR 0-1
~
Lu
10. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN GREATER). Q °o M �* w >
PRESSURE OF THE MULLION OR THE INDIVIDUAL FENESTRATION UNIT. D. METAL STRUCTURE — STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK m o u, 8 o UMM° m
11 . UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND MINIMUM o MEL Q
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 8. FOR ATTACHING FENESTRATION UNITS TO MULLION USE SELF TAPPING SCREWS WITH a w CO
0- 77 U)
12. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF 3 THREADS PAST THE uj o > � (D �Ma
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION WALL. SCREWS SIZE & SPACING MUST BE AS SHOWN IN SEPARATE DOOR a Z
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. OR WINDOW APPROVALS. N
9. TO ATTACH MULLION TO CLIP USE 1/4" x 1 " SELF DRILLING SCREWS, LOCATIONS °� A �_U) O
AND QUANTITY PER CLIP SHOWN IN INSTALLATION DETAILS. SCREWS MUST BE FIELD W z
INSTALLED, HOLES FOR SCREWS IN MULLION ARE PRE—DRILLED BY MANUFACTURER. Q W J U) aaus
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TABLE OF CONTENTS .` ON' �YNN�LIj���'%
SHEET NO. DESCRIPTION ��'� . �5CEN5�
1 GENERAL NOTES ` * No. 58705
2 ELEVATIONS —f j�'p`'���" ,
3-20 DP CHARTS, MULL & CLIP DETAILS 4401'9*A/' "
21 INTERSECTED MULL & WINDOW TO MULL DETAILS %�O�"•• STATE OF
22-29 INSTALLATION DETAILS
10NN-0
A.LYNN MILLER,P.E.
P.E.#58705
MAX. MAX. MAX.
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
� W1 W2 W1 � W2 W1 W2 �
SAMPLE CONFIGURATIONS
144" // // 144" // // 144" // // TWIN AND TRIPLE UNITS ARE SHOWN UNLIMITED NUMBER OF UNITS MAYBE
FRAM E FRAME FRAM E MULLED TOGETHER AS LONG AS UNIT SIZES DO NOT EXCEED SIZES SHOWN
HEIGHT HEIGHT HEIGHT HEREIN AND MULLION IS ANCHORED AS SHOWN/N INSTALLATION DETAILS
(MULLION (MULLION (MULLION
SPAN) // // SPAN) // // SPAN)
MAX. COMBINED WIDTH MAX. COMBINED WIDTH MAX. COMBINED WIDTH NO CHANGES THIS SHEET.
W1 W2 W1 W2 W1 W2
144" // // // 144" // // // 144" // // // N
FRAM E / FRAME / FRAM E / a�
HEIGHT / HEIGHT / HEIGHT w o CD
(MULLION / (MULLION / (MULLION
SPAN) // // // SPAN) // // // SPAN) // // // z > as�° O Y
Q
z co U
Qo w >
} � z J �8 W
W1 � � W2 W1 � � W2 W1 � � W2 ui uuo uMna° co= _f� a
� w U d ~
0- 7Z �N
MAX. COMBINED WIDTH MAX. COMBINED WIDTH MAX. COMBINED WIDTH o > w °M°
rn
MAX. MAX. COMBINED WIDTH ®� A J p
COMBINED WIDTH
W z N
W 1 W2 W 1 W2 Q m w �aaus
0 00o, Dm
/�, C Z
/ / � / / / a^o 'oowM Q o z
144 // // 144 // // // Z —W z z U o
/ 0O d> � J
FRAM E FRAM E o _ L0 D w
HEIGHT HEIGHT DESIGN PRESSURE TABLE INSTRUCTIONS: 1-X 'o--o < w w 2
co
(MULLION (MULLION / 1 . DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. z QI}> w° sa s
2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO
SPAN) // // SPAN) // // // // BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. \\���t
3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE �,`! LYNN
INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND \�\N�O''�tCENSF
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN
W 1 W2 STEP 2. No. 58705
NOTES: 4. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
1 . MAX. COMBINED WIDTHS: MAX. COMBINED WIDTH PRESSURE OBTAINED IN STEP 1 .
�
•193" FOR 1 x4 9/24/20
� Q STATE OF ,• C(/ �
•194" FOR 2x4, 2x5, 2x6, 2x8
•196" FOR 4x4, 4x6, 4x8 TRIBUTARY WIDTH = W1 + W2 FcoRtoP. 'G���
2
•198" FOR 6x6 SZONN-��
2. INTERSECTED MULLS ALLOWED, SEE INSTALLATION DETAILS. (MULLS SHOWN IN SOLID ABOVE.)
A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 20 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.375" 0.375"
66.0 200.0 20).0 200.0 200.0 200.0 196.9 190.0 187.7 187.7 187.7 187.7 187.7 187.7
72.0 200.0 20).0 200.0 186.4 169.7 158.2 150.5 146.1 144.6 144.6 144.6 144.6 144.6
78.0 200.0 20).0 176.8 155.9 141.0 130.3 122.8 117.7 114.7 113.7 113.7 113.7 113.7
84.0 200.0 177.5 150.9 132.4 119.2 109.5 102.4 97.3 93.8 91.7 91.0 91.0 91.0
90.0 189.6 15 .7 130.3 114.0 102.2 93.5 86.9 82.0 78.4 76.0 74.5 74.0 74.0 4.000" }
96.0 160.4 13).1 110.4 96.6 86.6 79.2 73.6 69.4 66.2 63.9 62.3 61.3 61.0
102.0 133.3 103.0 91.4 79.8 71.4 65.0 60.2 56.5 53.6 51.4 49.9 48.8 48.1 2.000" 2.177"
108.0 112.0 90.6 76.6 66.7 59.5 54.1 49.9 46.6 44.1 42.1 40.6 39.5 38.7 3.490"
114.0 95.1 7 .8 64.8 56.4 50.2 45.5 41.9 39.0 36.8 35.0 33.6 32.5 31.7
120.0 81.4 6 .7 55.3 48.1 42.7 38.7 35.5 33.0 31.0 29.4 28.1 27.1 26.3 } NO CHANGES THIS SHEET.
126.0 70.2 5 .6 47.6 41.3 36.7 33.1 30.4 28.2 26.4 25.0 23.8 22.9 22.1 0.375" J
0
132.0 61.0 4 .1 41.3 35.8 31.7 28.6 26.2 24.2 22.7 21.4 20.3 19.5 18.8
138.0 53.3 4 .9 36.1 31.2 27.6 24.9 22.7 21.0 19.6 18.5 17.5 16.8 16.1 1 .235" 2.000" �
144.0 46.9 3 .7 31.7 27.4 24.2 21.8 19.9 18.4 17.1 16.1 15.2 14.5 14.0 ~ 4.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a Da can J
SCREW 2 > 0
z ( co
zo z
N
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Q O M W �
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W H
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W CV
LL
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O w> n O �
1 .500" + 2.000„ r 0.125„ O o Q M ? ? as us
� oLL F-
0.595" } Q °a U N Q z
C � LL, w ZU = oo O
O d > � 2 U X J
o� = LO DLQ
p H�, J W tl X
z v Q > 0 ('
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�`�1I11111II�
3.719" 5.000" \\\\�� N� LYN/V �,���
* ; No. 58705 \
0 STATE OF
2x5x1/8 MULLION /ONAL �����
Ilr 111 o0\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 20 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.375" 0.375"
66.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 20).0 200.0 200.0 200.0 197.6 185.8 176.5 170.1 166.4 165.2 165.2 165.2
90.0 200.0 200.0 200.0 200.0 185.5 169.6 157.6 148.7 142.3 137.8 135.2 134.3 134.3 4.000" }
96.0 200.0 20).0 200.0 175.4 157.3 143.8 133.6 125.9 120.1 115.9 113.1 111.3 110.7
102.0 200.0 193.0 165.9 144.9 129.5 118.0 109.3 102.5 97.3 93.4 90.5 88.5 87.4 2.000" 2.177"
108.0 200.0 16 .5 139.0 121.1 108.0 98.2 90.6 84.7 80.1 76.5 73.7 71.7 70.3 3.490"
114.0 172.6 133.4 117.7 102.3 91.1 82.6 76.0 70.8 66.7 63.5 60.9 59.0 57.5
120.0 147.7 110.2 100.5 87.3 77.5 70.2 64.4 59.9 56.3 53.4 51.0 49.2 47.8 } NO CHANGES THIS SHEET.
126.0 127.4 10 .8 86.5 75.0 66.6 60.1 55.1 51.1 47.9 45.3 43.2 41.5 40.2 0.375" J
0
132.0 110.6 8 .2 75.0 65.0 57.6 51.9 47.5 44.0 41.1 38.8 36.9 35.4 34.1
138.0 96.7 7 .9 65.5 56.7 50.2 45.2 41.3 38.2 35.6 33.6 31.8 30.4 29.3 1 .235" 2.000" �
144.0 85.0 6 .5 57.5 49.7 44.0 39.6 36.1 33.3 31.1 29.2 27.7 26.4 25.3 ~ 4.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a} a U J
Cn
SCREW 2 > p
z ( co
zo z
N
J } of
Q Q M W �
m W O UMDJO 00
LLJ LJLJ - Q
U Q o
W H
Q � Z DfV
LLJ > �MQ
r W J_
d Z Of Q
H
W N
Q LL� A J a- O
O w zJ "
Ow> n O � as
1 .500" + 2.000„ 0.250„ 0 0 o M ? ? us
� oLL F-
0.595" } p °o M Q z
u J w � z U = � O
Zoa > � 2 U X J
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Z °� aµil �saa sauas
* ; No. 58705 \
STATE OF �(/�
0 �
//
2x5x1/4 MULLION S��NAL
iIIIIII �\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 20 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 20).0 200.0 200.0 200.0 200.0 199.4 193.5 191.5 191.5 191.5 191.5 191.5
78.0 200.0 20).0 200.0 200.0 186.8 172.6 162.6 155.9 152.0 150.6 150.6 150.6 150.6
84.0 200.0 20).0 199.9 175.4 157.9 145.1 135.E 128.9 124.2 121.5 120.E 120.E 120.E
90.0 200.0 200.0 172.6 151.1 135.4 123.8 115.1 108.6 103.9 100.6 98.7 98.1 98.1 4.000" T--
96.0 200.0 173.2 150.7 131.5 117.5 107.1 99.1 93.0 88.4 85.0 82.7 81.3 80.8
102.0 194.5 157.2 132.8 115.6 103.0 93.6 86.3 80.7 76.3 72.9 70.5 68.7 67.7 2.000"
108.0 173.1 139.8 117.9 102.4 91.1 82.5 75.9 70.7 66.6 63.4 60.9 59.1 57.8
114.0 151.2 12 2.2 103.1 89.7 79.8 72.4 66.6 62.1 58.5 55.6 53.3 51.4 50.0
120.0 129.4 104.5 88.1 76.5 68.0 61.5 56.5 52.5 49.3 46.8 44.7 43.1 41.9 } NO CHANGES THIS SHEET.
126.0 111.6 9(.1 75.8 65.8 58.4 52.7 48.3 44.8 42.0 39.7 37.9 36.4 35.2 0.375" J
132.0 97.0 7 .2 65.7 57.0 50.5 45.5 41.6 38.6 36.1 34.0 32.4 31.0 29.9
138.0 84.8 6 .3 57.4 49.7 44.0 39.6 36.2 33.4 31.2 29.4 27.9 26.7 25.7 0.735" 2.000" 2.000" �
144.0 74.5 6 .0 50.4 43.6 38.5 34.7 31.6 29.2 27.2 25.6 24.2 23.1 22.2 5.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J w a Da can J
SCREW 2 > 0
z ( co
zo rn Z
N
J } of
Q O M w >
m W O UMDJO 00
LLJ LJLJ - Q
U 2 o
W H
Q � Z DfV
LLJ > �MQ
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H CD
w CV
1 .500" 2.000" 0.125" Q A J a- p
p w zJU `O
o 0 0
1 .000" O 2
< � J W J }aayS
0 Boa DCoD
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x °< � J ~Q Z D Uw M Z
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2.000" o X J w o_ �
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1 6-0011
N ''%
LYN
2.000"
* No. 58705 * ,
9/24/20
0 STATE OF
2x6x1/8 MULLION /ONAL
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
90.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.6 190.9 184.9 181.4 180.2 180.2 4.000" T
96.0 200.0 200.0 200.0 200.0 200.0 196.7 182.1 170.9 162.4 156.2 151.9 149.3 148.5
102.0 200.0 200.0 200.0 200.0 189.3 171.9 158.6 148.2 140.2 134.0 129.5 126.3 124.4 2.000"
108.0 200.0 200.0 200.0 188.3 167.4 151.7 139.5 129.9 122.4 116.5 112.0 108.6 106.2
114.0 200.0 200.0 189.4 164.8 146.7 133.0 122.3 114.0 107.4 102.2 97.9 94.5 91.9
L-
120.0 200.0 192.0 161.8 140.5 124.9 113.0 103.7 96.4 90.6 85.9 82.2 79.2 76.9 NO CHANGES THIS SHEET.
126.0 200.0 165.4 139.3 120.8 107.2 96.8 88.7 82.3 77.1 72.9 69.6 66.8 64.7
0.375"
132.0 178.1 143.6 120.8 104.6 92.7 83.6 76.5 70.8 66.2 62.5 59.5 57.0 55.0
138.0 155.7 125.4 105.4 91.3 80.8 72.8 66.5 61.4 57.4 54.0 51.3 49.0 47.1 0.735" 2.000" 2.000" �
144.0 136.9 110.2 1 92.6 1 80.1 1 70.8 1 63.7 1 58.1 1 53.7 1 50.0 1 47.0 44.5 42.5 40.8 5.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J w a Da can
SCREW 2 > 0
z ( co
z0 z
N
J } of
Q Q M w >
m W O UMDJO 00
LLJ 0 _ LJLJ - Q
U Q o
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LLJ > �MQ
C, W J_
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1 .500" 2.000" 0.250" Q A J a- p
p w z � v
00 0 06
1 .000" <. C J W J aayS
�pv CO D
x 02Lj
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u � J w � Z U = -t O
Od Z) U X J
2.000" o� I LO
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6.000" >> �tiiiir��/6.000 N ''%
LYN
2.000" �� '��CENSF
* No. 5870511
* ,
9/24/20
0 STATE OF
2x6x1/4 MULLION /ONAL �����
i'1fI1 0%
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
SSpan in � 1 .735" 2.000" 2.000"
p ( ) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 20 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 196.5 192.2 190.8 190.8 190.8
90.0 200.0 1 200.0 200.0 200.0 200.0 195.8 182.1 171.8 164.3 159.1 156.1 155.1 155.1 4.000" }
96.0 200.0 200.0 200.0 200.0 185.9 169.3 156.7 147.1 139.8 134.4 130.7 128.5 127.8 I 2.828"
102.0 200.0 200.0 200.0 182.8 163.0 148.0 136.5 127.6 120.7 115.4 111.4 108.7 107.1 2.000" 2.236"
108.0 200.0 200.0 186.4 162.0 144.1 130.5 120.1 111.8 105.4 100.3 96.4 93.4 91.4 2.236"
114.0 200.0 197.9 166.6 144.6 128.4 116.1 106.5 98.9 92.9 88.1 84.3 81.3 79.1 L + 4
120.0 200.0 1 170.2 149.9 129.9 115.2 103.9 95.2 88.2 82.6 78.1 74.5 71.6 69.3 } NO CHANGES THIS SHEET.
126.0 200.0 161.3 135.6 117.4 103.9 93.7 85.6 79.2 74.0 69.8 66.4 63.6 61.3 0.375" J
132.0 182.3 1413.7 123.2 106.6 94.3 84.8 77.4 71.5 66.7 62.8 59.5 56.9 54.7
138.0 166.6 134.0 112.5 97.2 85.9 77.2 70.4 64.9 60.5 56.8 53.8 51.2 49.2 0.735" 3.000" 3.000" �
144.0 152.9 12 .9 103.1 1 89.1 1 78.6 j 70.6 j 64.3 j 59.2 j 55.1 j 51.7 j 48.8 j 46.4 44.4 7.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a �a can
SCREW 2 > 0
z ( co
z0 z
N
J } of UJ
M W
Q O
z
1 .500" �� 2.000" �{ 0.125" c z i co °-- uMo a CO
W = w- Q F
U 0 o cr
QUJZ CO U ON
I wo j �C� J SMQ
� W
2.000" w
0 N
1 LL
°� A J - 0
O w z -j
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<C J W J }aays
0 00 A DCoD
2.000" a 0
0 z'c Q z
1 V - Jw � zU = 00 0
8.000" 8.000" Z °o EE _ L � c�
1 w o_ 00x
zv0M Q > ON
z S aµ, asaa sauas
2.000"
ONY LYNN
* ; No. 58705 \
9/24/20
0 STATE OF
2x8x1/8 MULLION /ONAL �����
i'1fI1 0\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0 1 .735" 2.000" 2.000"
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.9 196.8 195.8 195.8 195.8
90.0 200.0 200.0 200.0 200.0 200.0 200.0 191.9 183.6 177.7 173.6 171.3 170.6 170.6 4.000" }
96.0 200.0 200.0 200.0 200.0 199.9 185.4 174.4 166.1 159.9 155.4 152.3 150.5 149.9
2.828"
102.0 200.0 200.0 200.0 200.0 184.5 170.E 159.9 151.7 145.4 140.6 137.1 134.7 133.3 2.000" 2.236"
108.0 200.0 200.0 200.0 189.0 171.3 157.9 147.6 139.6 133.3 128.3 124.6 121.8 119.9 2.236"
114.0 200.0 200.0 199.9 176.8 159.9 147.0 137.1 129.2 123.0 118.1 114.2 111.2 109.0 L :+/
120.0 200.0 200.0 188.1 166.1 149.9 137.5 127.9 120.3 114.2 109.3 105.4 102.3 99.9 NO CHANGES THIS SHEET.
126.0 200.0 200.0 177.7 156.6 141.1 129.2 119.9 112.5 106.6 101.8 97.9 94.8 92.3
0.375"
132.0 200.0 196.8 168.3 148.2 133.3 121.8 112.9 105.7 99.9 95.2 91.4 88.2 85.7
138.0 200.0 187.2 159.9 140.6 126.2 115.2 106.6 99.7 94.1 89.5 85.7 82.5 80.0 0.735" 3.000" 3.000" �
144.0 200.0 178.5 152.3 133.7 119.9 109.3 101.0 94.3 88.8 84.3 80.6 77.5 75.0 7.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a} a U J
Cn
SCREW 2 > p
z ( co
zo rn z
N
J } of
Q Q M W
z
1 .500" �� 2.000" �{ 0.250" o z i co Q-- uMo a CO
W = w- Q F
U Q o cr
W
d z of Q
2.000" w a'
C N
1 LL
°� A J - O
Ow z -j " 00
O oo O 2 ots
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2.000" a 0
0 °o � M D Q o' z
1 u Jw � zU = O
8.000" 8.000" Z °o _ LO c� X
} o � � J W o_ 00
z_ v � M Q � 0 N
z °' aµil �saa sauas
2.000"
LYNN
L�CENSF
* ; No. 58705 \
9/24/20
0 STATE OF
2x8x1/4 MULLION /ONAL �����
i'1fI1 0\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0 1 .735"
60.0 200.0 20 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 20).0 200.0 200.0 197.9 184.4 175.4 170.3 168.5 168.5 168.5 168.5 168.5
78.0 200.0 20).0 197.9 175.2 159.2 147.9 140.0 134.7 131.8 130.8 130.8 130.8 130.8
84.0 200.0 183.5 156.5 137.9 124.6 115.0 108.0 103.1 99.8 97.9 97.2 97.2 97.2
90.0 182.2 143.2 126.0 110.6 99.5 91.4 85.3 80.8 77.6 75.5 74.2 73.8 73.8 4.000" }
96.0 149.6 121.4 103.0 90.1 80.8 73.9 68.7 64.7 61.7 59.6 58.1 57.3 57.0 I 12\041 "
102.0 124.4 10 .8 85.3 74.5 66.6 60.7 56.2 52.7 50.0 48.0 46.5 45.5 44.9 1 .625" 2.041 "
108.0 104.5 84.6 71.5 62.3 55.5 50.5 46.6 43.5 41.1 39.3 37.9 36.9 36.1 /
114.0 88.7 71.7 60.5 52.6 46.8 42.5 39.1 36.4 34.3 32.6 31.3 30.3 29.6 f
120.0 75.9 61.3 51.6 44.9 39.9 36.1 33.1 30.8 28.9 27.4 26.2 25.3 24.6 NO CHANGES THIS SHEET.
126.0 65.5 5 .8 44.5 38.6 34.2 30.9 28.3 26.3 24.6 23.3 22.2 21.3 20.6 0.750"
0.500" 2.469"
132.0 56.9 4r,.8 38.6 33.4 29.6 26.7 24.4 22.6 21.2 20.0 19.0 18.2 17.5
138.0 49.7 4(.0 33.7 29.1 25.8 23.2 21.2 19.6 18.3 17.2 16.4 15.6 15.1 3.469" �
144.0 43.7 3r,.2 29.6 25.6 22.6 20.3 18.6 17.1 16.0 15.0 14.2 13.6 13.0
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 0-1 o
1/4" DIAMETER FLAT HEAD J W a Da U J
Cn
SCREW 2 > p
z ()f co
zo z �
N
J }
Q Q M LLI
W >
m W O UMDJO 00
LLJ LJLJ Q
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Q � Z DfV
LLJ > 0 SMQ
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W CV
L
° L� A J a- O
O w zJUCD
O F W> O 2 its
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1 .000" z_ ooM Q > Ov
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1
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,000" .����ON LYN/V
2.000" 4.000" '��• L�GENSF '���
1 * ; No. 58705
9/24/20
0 STATE OF
//
4x4x1/8 MULLION S��NAL
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span i 1 .735"
S (�n
p ) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 198.0 187.7 181.0 177.2 176.0 176.0 176.0 176.0 176.0
78.0 200.0 200.0 200.0 190.6 176.0 165.6 158.4 153.6 150.9 150.0 150.0 150.0 150.0
84.0 200.0 200.0 192.0 172.4 158.4 148.2 140.8 135.5 132.0 130.0 129.3 129.3 129.3
90.0 200.0 200.0 176.0 157.4 144.0 134.1 126.7 121.3 117.3 114.7 113.1 112.6 112.6 4.000" }
96.0 200.0 187.7 162.5 144.8 132.0 122.4 115.2 109.7 105.6 102.6 100.6 99.4 99.0 I 12\041 "
102.0 200.0 174.8 150.9 134.1 121.1 110.4 102.1 95.8 91.0 87.3 84.6 82.8 81.7 1 .625" 2.041 "
108.0 190.1 153.8 130.0 113.2 101.0 91.8 84.7 79.2 74.8 71.5 68.9 67.0 65.7 /
114.0 161.3 130.4 110.0 95.7 85.2 77.2 71.0 66.2 62.4 59.4 57.0 55.2 53.8 f
120.0 138.1 111.5 93.9 81.6 72.5 65.6 60.2 56.0 52.6 49.9 47.7 46.0 44.7 NO CHANGES THIS SHEET.
126.0 119.1 96.1 80.9 70.2 62.2 56.2 51.5 47.8 44.8 42.4 40.4 38.8 37.6 0.750"
0.500" 2.469"
132.0 103.4 83.4 70.1 60.8 53.9 48.6 44.4 41.1 38.5 36.3 34.5 33.1 31.9
138.0 90.4 72.8 61.2 53.0 46.9 42.3 38.6 35.7 33.3 31.4 29.8 28.5 27.4 3.469" �
144.0 79.5 64.0 53.8 46.5 41.1 37.0 33.8 31.2 29.0 27.3 25.9 24.7 23.7
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED N
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a} a U J
SCREW 2 > p
z ()f co
zo z 1--
LLI
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Q Q M W >
m W O UMDJO 00
LLJ LJLJ Q
U Q o
W H
Q � Z DfV
LLJ > 0 �MQ
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W A zz�J J J o
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O W> O 2 otS
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1 .875" 4.000" 0.250" 0 o Uj M D Q z
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1 z S. DWI isaa sauas
1
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,000" .����oN�LYNN
2.000" 4.000" '��• L�GENSF
1 * ; No. 58705
�� .
4924/20
0 STATE OF
4x4x1/4 MULLION /ONAL �����
l'1fI1 0%
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 193.E 189.3 187.9 187.9 187.9
90.0 200.0 200.0 200.0 200.0 200.0 192.9 179.4 169.2 161.8 156.8 153.8 152.8 152.8 4.000" }
96.0 200.0 200.0 200.0 200.0 183.1 166.8 154.4 144.9 137.7 132.4 128.8 126.6 125.9
102.0 200.0 200.0 200.0 180.1 160.5 145.8 134.5 125.7 118.9 113.7 109.8 107.1 105.5 2.000"
108.0 200.0 200.0 183.6 159.6 142.0 128.6 118.3 110.2 103.8 98.8 94.9 92.0 90.0
114.0 200.0 18 .9 156.9 136.5 121.5 110.1 101.3 94.4 89.0 84.7 81.3 78.7 76.7
120.0 196.9 159.0 134.0 116.4 103.4 93.5 85.9 79.8 75.0 71.1 68.1 65.6 63.7 NO CHANGES THIS SHEET.
126.0 169.9 13 .0 115.3 100.1 88.8 80.2 73.5 68.1 63.9 60.4 57.6 55.4 53.6
0.375"
132.0 147.5 111 .9 100.0 86.7 76.8 69.3 63.4 58.7 54.9 51.8 49.3 47.2 45.5
138.0 129.0 10 .9 87.3 75.6 66.9 60.3 55.0 50.9 47.5 44.7 42.5 40.6 39.0 0.735" 2.000" 2.000" �
144.0 113.4 91.3 j 76.7 j 66.3 j 58.6 j 52.8 j 48.1 j 44.4 j 41.4 j 38.9 j 36.9 j 35.2 33.8 5.469"
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED N
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a} a U J
SCREW 2 > 0
z ( co
Zo Z
of
LLI
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Q Q M W �
m W O UMDJO CO
LLJ 0 _ LJLJ - Q
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W H
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LLJ> 0 SM
C, InJ 0
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d Z Q
W N
1 .500" 4.000" 0.125" o o_ O
c) w z � v
1 } O
00 0D06
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J W J }aayS
3 Boa DCoD
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Z °' DWI isaa sauas
4.000" 6.000"
ON LYN/V
* ; No. 58705 \
4* _
4/20 9/2
0 STATE OF #��
FCORIDP_.•' C,)
4x6x1/8 MULLION /ONAL
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 20).0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
90.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 4.000" }
96.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.8 198.0
102.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 192.0 185.7 181.0 177.9 176.0 2.000"
108.0 200.0 200.0 200.0 200.0 200.0 200.0 195.0 184.3 176.0 169.5 164.6 160.9 158.4
114.0 200.0 200.0 200.0 200.0 200.0 194.2 181.0 170.7 162.5 156.0 150.9 145.9 141.9
120.0 200.0 200.0 200.0 200.0 192.8 174.4 160.1 148.8 139.8 132.6 126.9 122.3 118.8 } NO CHANGES THIS SHEET.
126.0 200.0 200.0 200.0 186.5 165.5 149.5 137.0 127.0 119.1 112.6 107.4 103.2 99.9 0.375" J
132.0 200.0 200.0 186.5 161.6 143.2 129.1 118.1 109.4 102.3 96.5 91.8 88.0 84.9
138.0 200.0 19 .7 162.8 140.9 124.7 112.4 102.6 94.9 88.6 83.4 79.2 75.7 72.8 0.735" 2.000" 2.000" �
144.0 200.0 170.2 142.9 123.6 109.3 98.4 89.8 82.8 77.2 72.6 68.8 65.6 63.0 5.469"
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a} a U J
SCREW 2 > p
z ()f co
zo Z F:
LLI
J }
Q Q M W >
m W O UMDJO 00
LLJ LJLJ Q
U Q o
W H
Q � Z DfV
LLJ > �MQ
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W N
1 .500" 4.000" 0.250" o 0_ O
p w z -i "
00 0D06
1 .000" J LU J aauS
�p v D co D
0Z 2 =
x °< DJ ~Q Z D Uw M Z
Q
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2.000" o LO
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6.000"
LYN/V
2.000" 6.000"
* No. 58705 * ,
9/24/20 W,
0 STATE OF
4x6x1/4 MULLION /ONAL
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pso
Mullion Tributary Width (in)
i 1 .735" 2.000" 2.000" 1 .735
San (�n "
p ) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 196.9 195.9 195.9 195.9
90.0 200.0 200.0 200.0 200.0 200.0 200.0 192.0 183.7 177.8 173.8 171.4 170.7 170.7 4.000" }
96.0 200.0 200.0 200.0 200.0 200.0 185.5 174.5 166.2 160.0 155.5 152.4 150.6 150.0
2.828"
102.0 200.0 200.0 200.0 200.0 184.6 170.7 160.0 151.8 145.5 140.7 137.1 134.7 133.3 2.000" 2.236"
108.0 200.0 200.0 200.0 189.2 171.4 158.0 147.7 139.6 133.3 128.4 124.7 121.9 120.0 2.236"
114.0 200.0 200.0 200.0 177.0 160.0 147.1 137.1 129.3 123.1 118.2 114.3 111.3 109.1
120.0 200.0 200.0 188.2 166.2 150.0 137.6 128.0 120.4 114.3 109.4 105.5 102.4 100.0 NO CHANGES THIS SHEET.
126.0 200.0 200.0 177.8 156.7 141.2 129.3 120.0 112.6 106.7 100.8 95.8 91.8 88.6
0.375"
132.0 200.0 19 .9 168.4 148.3 133.3 121.9 111.9 103.3 96.3 90.7 86.0 82.2 79.0
138.0 200.0 18 .3 160.0 140.5 124.1 111.6 101.7 93.8 87.3 82.0 77.7 74.0 71.0 0.735" 3.000" 3.000" �
144.0 200.0 17 .6 149.0 128.7 113.6 102.0 92.9 85.5 79.6 74.6 70.5 67.1 64.2 7.469"
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED N
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J w a} N U J
Cn
SCREW 2 > p
z ( co
zo rn z
N
J > of LLI
Q O M W >
1 .500" �� ~ LU
4.000" 0.125" o ° °-° uMo aCO
w = W - a F
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QLLJZ V U ON
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2.000" w cN
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2.000"
ONY LYNN
L�CENSF
* ; No. 58705 \
9/24/20
0 STATE OF
4x8x1/8 MULLION /ONAL �����
i'lfIl 0\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pso
Mullion Tributary Width (in)
i 1 .735" 2.000" 2.000" 1 .735
San (�n "
p ) 24.0 3 .0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 196.9 195.9 195.9 195.9
90.0 200.0 200.0 200.0 200.0 200.0 200.0 192.0 183.7 177.8 173.8 171.4 170.7 170.7 4.000" }
96.0 200.0 200.0 200.0 200.0 200.0 185.5 174.5 166.2 160.0 155.5 152.4 150.6 150.0
2.828"
102.0 200.0 200.0 200.0 200.0 184.6 170.7 160.0 151.8 145.5 140.7 137.1 134.7 133.3 2.000" 2.236"
108.0 200.0 200.0 200.0 189.2 171.4 158.0 147.7 139.6 133.3 128.4 124.7 121.9 120.0 2.236"
114.0 200.0 200.0 200.0 177.0 160.0 147.1 137.1 129.3 123.1 118.2 114.3 111.3 109.1
120.0 200.0 200.0 188.2 166.2 150.0 137.6 128.0 120.4 114.3 109.4 105.5 102.4 100.0 NO CHANGES THIS SHEET.
126.0 200.0 200.0 177.8 156.7 141.2 129.3 120.0 112.6 106.7 101.9 98.0 94.8 92.3
0.375"
132.0 200.0 19 .9 168.4 148.3 133.3 121.9 112.9 105.8 100.0 95.3 91.4 88.3 85.7
138.0 200.0 18 .3 160.0 140.7 126.3 115.3 106.7 99.7 94.1 89.5 85.7 82.6 80.0 0.735" 3.000" 3.000" �
144.0 200.0 176.6 152.4 133.8 120.0 109.4 101.1 94.3 88.9 84.4 80.7 77.6 75.0 7.469"
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED N
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J w a} a U J
Cn
SCREW 2 > p
z ( co
zo rn z
N
J > of LLI
Q O M W
1 .500" �� ~ LU
4.000" 0.250" o ° °-° uMo a CO
w = w - a F
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W 00 H
ot
I I w � �3 J �MQ
� W
d Z of Q
2.000" w cN
o Ll-
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2.000" a 0 L �
0 °oUM Q z
1 u � Jw � Z () O
8,000" 8.000" Z o a = - � c� <
1 p� H� J W o_ c
z v p co
2.000"
0 v
2.000"
ONY LYNN
L�CENSF
* ; No. 58705 \
9/24/20
0 STATE OF
4x8x1/4 MULLION /ONAL �����
i'lfIl 0\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
90.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 4.000" }
96.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 190.0 180.6 173.7 168.9 166.0 165.1
102.0 200.0 200.0 200.0 200.0 200.0 191.2 176.3 164.8 155.9 149.0 144.0 140.4 138.3 2.000"
108.0 200.0 200.0 200.0 200.0 186.2 168.6 155.1 144.5 136.1 129.6 124.5 120.7 118.1
114.0 200.0 200.0 200.0 183.2 163.1 147.8 136.0 126.8 119.5 113.7 108.9 105.1 102.2
120.0 200.0 200.0 179.9 156.2 138.8 125.6 115.3 107.2 100.7 95.5 91.4 88.1 85.5 NO CHANGES THIS SHEET.
126.0 200.0 18 .0 154.9 134.3 119.2 107.7 98.7 91.5 85.8 81.1 77.4 74.3 71.9
0.375"
132.0 198.1 15 .7 134.3 116.4 103.1 93.0 85.1 78.8 73.7 69.5 66.1 63.4 61.1
138.0 173.2 13 .5 117.2 101.5 89.8 80.9 73.9 68.3 63.8 60.1 57.0 54.5 52.4 0.735" 2.000" �� 2.000" �
144.0 152.3 12 .6 102.9T 89.0 1 78.7 1 70.9 1 64.6 1 59.7 1 55.6 1 52.3 1 49.5 1 47.2 45.3 5.469"
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED N
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a} a U J
SCREW 2 > p
z ( co
zo z
of
LLI
J }
< �* w >
m W O UMDJO CO
LLJ LJLJ - Q
U Q o
W H
Q � Z DfV
LLJ > 0 J
�MQ
C, In
d Z Q
w N
1 .500" - 6.000" r 0.125" Q a- O
O W �z U
oo ODots
w> J J as
1 .000"
0 O o M D co D 2 �co D us
+ a^ L 0 �
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J5 �O ZU = oo O
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2.000" o Lo
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w w
zvoM Q > Oco
6.000" 6.000"
2.000" `a� ��ENSF •���
1 - `
* No. 58705 * ,
� 9/24/20 .• W,
O� STATE OF
6x6x1/8 MULLION /ONAL
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
66.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
78.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
84.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
90.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 4.000" }
96.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.0 198.2
102.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 192.2 185.8 181.2 178.0 176.2 2.000"
108.0 200.0 200.0 200.0 200.0 200.0 200.0 195.1 184.5 176.2 169.7 164.7 161.1 158.5
114.0 200.0 200.0 200.0 200.0 200.0 194.4 181.2 170.8 162.6 156.1 151.0 147.1 144.1
120.0 200.0 200.0 200.0 200.0 198.2 181.8 169.1 159.0 151.0 144.5 139.4 135.3 132.1 NO CHANGES THIS SHEET.
126.0 200.0 200.0 200.0 200.0 186.5 170.8 158.5 148.8 140.9 134.6 129.4 125.3 122.0
0.375"
132.0 200.0 20 .0 200.0 195.9 176.2 161.1 149.2 139.8 132.1 125.9 120.8 116.6 113.2
138.0 200.0 20 .0 200.0 185.8 166.9 151.9 138.8 128.3 119.8 112.8 107.1 102.3 98.4 0.735" 2.000" 2.000" �
144.0 200.0 20 .0 j 193.3 j 167.2 j 147.9 j 133.0 j 121.4 j 112.0 j 104.4 j 98.2 j 93.0 j 88.7 85.1 5.469"
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
CLIP ALL HOLES TO BE DRILLED N
AND COUNTERSUNK FOR A a,
ALUMINUM 6105-T5 w o
1/4" DIAMETER FLAT HEAD J W a Da U J
SCREW 2 > p
z ( co
zo z
of
LLI
J }
Q Q M W >
m W O UMDJO CO
LLJ LJLJ - Q
U Q o
W H
Q � Z DfV
LLJ > 0 J
�MQ
C, In
d Z Q
W N
1 .500" - 6.000" 0.250" Q/'� a- O
Y 4 A J J
O w z J Cfl
oo ODotS
W> � J J as
J W J
1 .000" 0 00 C0 A m D us
x °mow � J ~
I 0 N Q 0' z
V z
LL, wV
O d > U X J
2.000" o -j W a-
zvoM Q > Oco
6.000" 6.000"
2.000" `a� ��ENSF •���
1 - `
* No. 58705 * ,
� 9/24/20 .• W,
O� STATE OF
6x6x1/4 MULLION /ONAL
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(pst)
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
48.0 150.0 150.0 15 .0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
54.0 150.0 150.0 15 .0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
60.0 150.0 150.0 15 .0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
66.0 150.0 150.0 15 .0 150.0 150.0 150.0 145.8 144.0 144.0 144.0 144.0 144.0 144.0
72.0 150.0 150.0 15 .0 143.0 130.2 122.6 115.5 112.1 111.0 111.0 111.0 111.0 111.0 4.000"
78.0 150.0 147.9 12 .6 112.1 101.9 95.7 89.6 86.3 84.3 83.7 83.7 83.7 83.7 0.375"
84.0 144.1 117.4 10 .2 88.3 79.8 74.5 69.2 66.0 63.9 62.6 62.2 62.2 62.2 _
90.0 116.6 94.8 80 6 70.8 63.7 59.3 54.6 51.8 49.7 48.3 47.5 47.2 47.2
96.0 95.8 77.7 65.9 57.7 51.7 48.0 44.0 41.4 39.5 38.1 37.2 36.7 36.5 1 .000"+
102.0 79.6 64.5 54.6 47.7 42.6 39.4 35.9 33.7 32.0 30.7 29.8 29.1 28.8
108.0 66.9 54.1 45.7 39.9 35.6 32.8 29.8 27.9 26.3 25.2 24.3 23.6 23.1 0.125"
1x4 MULLION NO CHANGES THIS SHEET.
114.0 56.8 45.9 38.7 33.7 30.0 27.6 25.0 23.3 22.0 20.9 20.1 19.4 18.9 ALUMINUM 6063-T6
120.0 48.6 39.2 331 28.7 25.5 23.4 21.2 19.7 18.5 17.6 16.8 16.2 15.7 MOMENT OF INERTIA.3.1958 IN4
126.0 41.9 33.8 285 24.7 21.9 20.1 18.1 16.8 15.8 - - - - SECTION MODULUS: 1.5997 IN �
132.0 36.4 29.3 247 21.4 19.0 17.4 15.6 - - - - - -
138.0 31.8 25.6 215 18.7 16.5 15.1 - - - - - - -
144.0 28.0 22.5 18 9 16.4 - - - - - - - - -
�a�
LAR EAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0-1 w o
J
a}nQ (n J
� j 0 U
z co
zo z 1--
LLI
J }
Q 0 M W >
8.000" m o ; g co uMo m
0.375 ° 1.875" 0.375" � w 0 CD o
Q UJ CO v
woW �� �M
OO o0 Do OO � o > � W J
W N
C) LL
�U) -
Y�I
3.188„ F oo pD
2.438" ,-J '0 J J U }aa4s
J W J
Q M r H
O O 0 M D CO Q
0 I 0 0 a o< w � � ofQ
z o 2- M Q < J Z
U - zV ZUQ � 0
z oa > � J
0 EE �
p � H J W W x
z_ v 0 Q � 0 -
ALL HOLES TO BE DRILLED oz aRll asaa sa!aas
3.656" 0.688" AND COUNTERSUNK FOR A
1/4" DIAMETER FLAT HEAD � LYNN
SCREW �� �0
.� L\CENSF
2.500" * No. 58705
9/24/20
0.125 = W
��•. STATE OF •• �(/
��� •••.FCORIDP.•'•G\��
FLAT HAT CLIP 0NAL0� ���\
ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(p4
Mullion Tributary Width (in)
Span (in) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
48.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
54.0 150.0 150.0 15 .0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
60.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
1.688" 4.000"
66.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 0.375"
72.0 150.0 150.0 150.0 150.0 142.8 135.0 127.2 123.4 122.2 122.2 122.2 122.2 122.2
78.0 150.0 150.0 135.6 120.1 109.1 102.5 95.9 92.4 90.3 89.6 89.6 89.6 89.6
84.0 150.0 125.8 107.3 94.5 85.4 79.8 74.1 70.7 68.4 67.1 66.6 66.6 66.6 2.500" 2.000"
90.0 124.9 101.6 86.4 75.8 68.2 63.5 58.5 55.4 53.2 51.7 50.9 50.6 50.6
96.0 102.6 83.2 70.6 61.8 55.4 51.4 47.1 44.4 42.3 40.8 39.8 39.3 39.1
102.0 85.3 69.1 58.5 51.0 45.6 42.2 38.5 36.1 34.3 32.9 31.9 31.2 30.8 0.125"
108.0 71.6 58.0 49.0 42.7 38.1 35.1 31.9 29.8 28.2 26.9 26.0 25.3 24.8 CHANNEL CLIP 2x4 MULLION 0.125" NO CHANGES THIS SHEET.
114.0 60.8 49.1 41.5 36.1 32.1 29.5 26.8 24.9 23.5 22.4 21.5 20.8 20.3 ALUMINUM 6063-T6 ALUMINUM 6063-T6
120.0 52.0 42.0 35.4 30.7 27.3 25.1 22.7 21.1 19.8 18.8 18.0 17.3 16.8 SEE SHEET 21 FOR MOMENT OF INERTIA:5.668 IN4
126.0 44.9 36.2 30.5 26.4 23.5 21.5 19.4 18.0 16.9 16.0 15.2 - - INSTALLATION SECTION MODULUS:2.834 /N3
132.0 39.0 31.4 26.4 22.9 20.3 18.6 16.7 15.5 - - - _ _ DETAILS
138.0 34.1 27.5 23.1 20.0 17.7 16.2 - -
144.0 30.0 24.1 20.3 17.5 15.5 - - - - - - - -
�a�
LARGE AND SMALL MISSILE IMPACT,LEVEL D, WIND ZONE 3 w o
J U)
a}na U) J
� Uj O U
z � o
°' z H
} �
9.000" Q °o � w >
M
" m J J o z 8 w
0.375 9.000 m o ,� o o uMoaa CO
�" 1.744" 0.375" „ CZ w`° Q
r 0.375" 1 .875 0.375 LU g CD
Qwz co I.- ON
a ~ w ��
� oo > � w co d �MQ
w � N
oa w
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® � U) a = O
3.188
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2.438" I I 3.188" Q w z J v a °-
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2.438" Q � xs �
<m � JWJU }aayS
1('�1 0 00oA D00DQ
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0 ZoL Lq
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U -LL1 LU ? UQw O
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ALL HOLES TO BE DRILLED ALL HOLES TO BE DRILLED Z auu �saa sa»as
3.656" 1.688" AND COUNTERSUNK FOR A 3.656" 1 .688" AND COUNTERSUNK FOR A
1/4 DIAMETER FLAT HEAD 1/4 DIAMETER FLAT HEAD
SCREW SCREW N� LYN/V�p Mid
OCENSF
2.500" 2.5001, * No. 58705
0.125"
0.125 ;73 9/24/20 W
Q STATE OFtq C(/
HAT CLIP FLAT HAT CLIP 11110 NAL 0\����
ALUMINUM 6063-T6 ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(p4
Mullion
Span in) 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
66.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
72. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
1.688" 6.000"
78.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 0.380"
84.9 150.0 150.0 150.0 150.0 150.0 149.9 146.0 143.8 143.0 143.0 143.0
90.0 150.0 150.0 150.0 148.3 140.2 134.1 129.8 126.8 125.1 124.6 124.E
96.0 150.0 1 150.0 146.0 1 135.4 127.4 1 121.4 116.8 113.5 1 111.2 109.9 1 109.5 2.500" 2.000"
102. 150.0 148.3 134.8 124.6 116.8 110.8 106.2 102.7 100.1 98.4 97.3
108. 150.0 138.1 125.1 115.4 107.8 101.9 97.3 93.8 91.0 89.0 87.6
114.0 146.0 129.2 116.8 107.4 100.1 94.4 89.8 86.3 83.4 81.3 79.6 0.125"
0.125"
120.0 137.4 121.4 109.5 100.5 93.4 87.9 83.4 79.9 77.0 74.8 73.0 NO CHANGES THIS SHEET.
CHANNEL CLIP 2x6 MULLION
126.0 129.8 114.4 103.1 94.4 87.6 82.2 77.9 73.8 70.4 67.6 65.4 ALUMINUM 6063-T6 ALUMINUM 6063-T6
132.6 122.2 105.9 93.8 84.6 77.4 71.7 67.0 63.2 60.2 57.6 55.6 SEE SHEET 21 FOR MOMENT OF INERTIA: 15.380 IN4
138.0 106.6 92.3 81.7 73.6 67.2 62.2 58.0 54.6 51.9 49.6 47.7 INSTALLATION SECTION MODULUS:5.123 IN3
144.0 93.6 81.0 71.6 64.5 58.8 54.3 50.6 47.6 45.1 43.0 41.3 DETAILS
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 0
J O
-j a}na UJ J
� LU O U
z � o
°' z H
} �
9.000" Q °o w >
M
" MJ Joz A'8 W
0.375 9.000 m o ,� o o uMoaa m
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0.375" 1.875 0.375 w g CD O
wHw �co ON
� oo � � w J
W N
3.188" a = O
�J J �
O Z ? d
2.438" I I 3.188"
0o O �
2.438" W _j U }aaus
0 00oA DmDQ
LLj
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U - Z� ? UQW O
Z oa >� U 3 J
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p H J W d X D
Z v O M Q > N
ALL HOLES TO BE DRILLED ALL HOLES TO BE DRILLED oz auu �saa sa»as
3.656" 1.688" AND COUNTERSUNK FOR A 3.656" 1 .688" AND COUNTERSUNK FOR A
1/4 DIAMETER FLAT HEAD 1/4 DIAMETER FLAT HEAD
SCREW SCREW LYNIV\ �p ..........Mid
��'� .. ' �SCENSF• ..��� �i
2.500" 2.500" * No. 58705
0.125" - � `
0.125" ;7J ATE 0 W
Q STATE OF
'��� '•.jPCORIDP.•' ����
HAT CLIP FLAT HAT CLIP �,�! NAL W\0\
ALUMINUM 6063-T6 ALUMINUM 6063-T6 A.LYNN MILLER,P.E.
P.E.#58705
Maximum Design Pressure Capacity Chart(p4
Mullion
Span in) 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0
60.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
66.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
72. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
1.688" 8.000"
78. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 0.438"
84.9 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1 Li Li 1
90A 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
96A 150.0 1 150.0 150.0 1 150.0 150.0 1 150.0 150.0 150.0 1 150.0 150.0 1 150.0 2.500" 2.000"
102. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
108.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
114.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.1 0.125"
t I
120.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.2 140.4 134.9 130.E CHANNEL CLIP 2x8 MULLION 0.125" NO CHANGES THIS SHEET.
126.0 150.0 150.0 150.0 150.0 150.0 149.2 139.5 131.5 125.1 119.8 115.6 ALUMINUM 6063-T6 ALUMINUM 6063-T6
132.6 150.0 150.0 150.0 150.0 145.9 134.8 125.7 118.3 112.2 107.2 103.1 SEE SHEET 21 FOR MOMENT OF INERTIA:32.884/N4
138.0 150.0 150.0 150.0 145.6 132.7 122.4 113.9 107.0 101.3 96.6 92.6 INSTALLATION SECTION MODULUS:8.221 IN3
144.0 150.0 150.0 148.2 133.1 121.2 111.6 103.8 97.4 92.0 87.5 83.8 DETAILS
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P.E.#58705
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P.E.#58705
SEE NOTE 1
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NOTES 1, 2 & 3
BOTTOM SHOWN, TOP SIMILAR
FOR MIN. EMBEDMENT
LYNN M''',�
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SEE ANCHORING NOTES 1 , 2 & 3
NOTES 1 , 2 & 3 FOR MIN.
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NOTES: EDGE DISTANCE Off"• STATE OF
1 . FOR CONCRETE/MASONRY INSTALLATION, INSTALL ANCHORS AT THESE TWO �, S
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BOTTOM SHOWN, TOP SIMILAR A.LYNN MILLER,P.E.
P.E.#58705
SEE NOTE 1
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NO CHANGES THIS SHEET.
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NOTES 1, 2 & 3
BOTTOM SHOWN, TOP SIMILAR
FOR MIN. EMBEDMENT
LYNN
�'�� •�SCENSF. ��� �:
SEE ANCHORING * No. 58705 `
SEE ANCHORING NOTES 1 , 2 & 3
NOTES 1 , 2 & 3 FOR MIN.
FOR MIN. EDGE DISTANCE --)3 9/24/20 W
NOTES: EDGE DISTANCE Off"• STATE OF
1 . FOR CONCRETE/MASONRY INSTALLATION, INSTALL ANCHORS AT THESE TWO �, S
LOCATIONS ONLY, TYPICAL. FOR WOOD FRAMING OR METAL STRUCTURE �'�,` 'ON. -
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BOTTOM SHOWN, TOP SIMILAR A.LYNN MILLER,P.E.
P.E.#58705
SEE NOTE 1
0
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SEE ANCHORING Z-x M Q > ? U
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NOTES 1, 2 & 3
BOTTOM SHOWN, TOP SIMILAR
FOR MIN. EMBEDMENT
LYNN
OCENSF.
SEE ANCHORING * No. 58705 `
SEE ANCHORING NOTES 1 , 2 & 3
NOTES 1 , 2 & 3 FOR MIN.
FOR MIN. EDGE DISTANCE --)3 9/24/20 W
NOTES: EDGE DISTANCE Off"• STATE OF
1 . FOR CONCRETE/MASONRY INSTALLATION, INSTALL ANCHORS AT THESE TWO
LOCATIONS ONLY, TYPICAL. FOR WOOD FRAMING OR METAL STRUCTURE 11011100
ZONN-
INSTALLATION, INSTALL ANCHORS AT ALL LOCATIONS. 2x8 TUBE MULLION w/FLAT HAT CLIP INSTALLATION DETAIL 11 r r 11 1 0
BOTTOM SHOWN, TOP SIMILAR A.LYNN MILLER,P.E.
P.E.#58705