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~- - ENGINEERING
EXPRESS °
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354-0660 FAx: (954) 354-0443
WWW.ENGEXP.COM
Wind Load Calculation
ASCE 7-10 Chapter 30 Wind Loads - Components and
Cladding
5th Edition (2014) Florida Building Code
Site Information
Owner: H.Eirbart or Matildg
Schauer
Wind Speed (V):
175 MPH
Exposure Category:
C
Velocity Pressure Coef. (Kh):
0.85
ASCE 7-10 Ch. 30.3.1 Tnble 30.3-1
Directionality Factor (Kd):
0.85
Topographical Factor (KZT):
1.0
Structure Information
Risk Category:
H
Building Classification:
Enclosed
Int. Pressure Coef. (GCpi):
0.18
ASCE 7J0 Table 26.11-1
Mean Roof Height (h):
12 ft.
Roof Slope (0):
Slopcd
Roof Slope Coefficient (ec).
1.0
Min. Building Dim. (L):
37 ft.
End Zone Distance (a):
3.7 ft.
Design Wind Pressure (PMAX+, PMAX-): ASCE7-10, Ch. 30.4.2130.6.2
h!560 ft.
h>60 ft.
Max Positive Pressure (PMAx+)
PMAx+ =
gh(6c GCppos + GCpI)
PMAx+ = gh(6c GCppos + GCPI)
Max Negative Pressure (PMAX-)
PMAX- =
gh(Bc GCpne9 - GCpI)
PMAX-
= gh(ec GCpneg - GCpI)
Device Calculations:ASCE 7-10,
Chaprcr 30,
All Subsections
Size
#
Zone
Elevation
Area
AreaT
K,.
g Z
GCP+
GCP- Pmax+
I
Pmax-
(W x H)
(ft)
(ft2)
(ft2)
(lb/ft2)
(lb/ft2)
1 52 x 50
Int
7
18.06
6.26
0.85
1
56.57
1.0
-1.1 38.5
-41.9
2 52 x 50
Int
7
18.06
6.26
0.85
56.57
1.0
-1.1 38.5
-41.9
3 52 x 50
End
7
18.06
6.26
0.85
56.57
1.0
-1.3 38.5
-50.6
4 52 x 50
End
7
18.06
6.26
0.85
56.57
1.0
-1.3 38.5
-50.6
5 54 x 50
Int
7
18.75
6.75
0.85
56.57
1.0
-1.1 38.4
-41.8
6 54 x 50
Int
7
18.75
6.75
0.85
56.57
1.0
-1.1 38.4
-41.8
7 1 73 x 50
End
7
25.35
12.34
0.85
56.57
0.9
-1.3 37.6
-48.8
1, ZlltinR7RllLT
�-dared :n accord-". will,
vM*.JY W
ASCE 7-10. Section 30. Wind Loads - Component.' and x'Hsoogr'rsTni
Claddingn,CCONTHACi
OII 1HE W n n1
5th Edition (20141 Flnrida Building Code . � *"9
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MATERIALS
: L. BENNAR DO, P.E.
FL PE 0046549
EAT.OF-AUTH tl9985
RAISED ENGINEER SEAL
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A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Corner Zone - 10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft
OPENING
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i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
RE IR MENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2 WOOD rIPIAJAING AND MASON IN G TO BE DESICM AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL
5, WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENUNLER
7. END BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS,
1D. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTFVE SYSTEM IS NOT gFOLARED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING TINTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SHEET
NOTES
ELEV 1TION
TABLE OF CONTENTS
DESCRIPTION
3 - 4 1 IN`,T"1'ATION DETAIL-;
REVISIONS
J�RIN l DESCRIPTION OATC APVROVCD
11 A REVISED RATING 1 08/13/15 1 R.L.
16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17, ALL FASTENERS TO BE CORROSION RESISTANT.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASrM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE 'STEEL 18GA, 33KSI OR ALUMINUM 6063-15 1/8" THICK MINIMUM
19. APPROVED CONFIGURATIONS: OX, XO
REGENCY PLUS, INC.
2000 LOCUST GAP HIGHWAY
MT CARMEL, PA 17851
SERIES 5405 VINYL HORIZONTAL SLIDER
74" X 63" - LMI
NOTES
N.G. 1 08-02702
— �- stuE NITS IDATE 06/01/15 1SHEET 1 OF
SIGNED: 0811312015
11�11 I 1 1Io " fr'f'
��•, TAT 6OF •ey
ORIO►'?W
RCV
A �puA,ltc��`�
CHE
74" MAX FRAME WIDTH
6" MAX I 12MAX
0.0
1 I i
6' MAX
17
PE
Z
1
1
1
1
1
SERIES 5405 VINYL I4CRIZONTAL SLIDING
EXTERIOR
DESIGN PRESSURE RATING
IMPACT RATING
MISSILE LEVEL D, WIND ZONE 4 d HVHZ
t55.OPSF
LARGE AND SMALL
MISSILE IMPACT
NOTES:
1 MAXIMUM PANEL SIZE: 35 7/16' X 60"
2. 1AAXIMUM D.L.O.: 33" X 57 1/2'
3. (1) 1/2' X 1/2" TRWNGULAR-SHAPED WEEP HOLE AT EACH ENO OF INTERIOR SILL TRACK.
4. (i) 1/2` X 3/8" WEEP HOLE AT 1dIpSPAN OF INTERIOR SILL TRACK.
5. (i) 5/8` X 3%8' WEEP HOLE AT FlXED MEETING RAIL ENO OF EXTERIOR SILL TRACK,
6. {1} 3/4' 3/8" WEEP NOTCH AT EACH END OF INTERIOR SILL TRACK COVER.
7. (l) 1 1/2" % 1/4' WEEP HOLE WITH PLASTIC WEEP COVER AT 2 7/$` FPOM EACH ENU 0,
EXTERIOR VERTICAL SILL FACE.
8 (1) 1/4" X 9/16" WEEP NOTCH AT MIDSPAN OF INTERIOR SILL TRACK COVER
METAL CAM -TYPE SWEEP LOCK 13" FROM EACH END Of ACTIVE MEETING STILE
METAL KEEPER AT FlXED MEETING STILE
METAL TI LT LATCH AT TOP OF BOTH ACTIVE PA NE L STELE S _
STEEL RE IN F 0 RC EMEN T [HAN NE L AT F IxEO MEEITN G 5TI LE AN D ALL Pa N EL MEMO 6 R HOLD W
RENSgNS
OESCRNTgN DATE �iROVEO
REVISED RATING 08/I.3/15 R.I.
7 /8"
1/8" ANN
0.090' SG GY DUPONT
1 /8- ANN 1 /8" TEMP INTERIOR
EXTERIORESICCANT
TEEL SPACER
SYSTEM
7/ 16?�k
GLAZING
SIKA 55BEAD
BACK BEDDING GLAZING DETAIL
SIGNED: 08/13/2015
REGENCY S
2 OOLOCUSTPGAPHIGNWAY
MT CARMEL, PA 17851
t��\jti5 RIItI�d►gf•,
�� �,,•��C E NSA �
*�S*'
SERIES 5405 VINYL HORIZONTAL SLIDER
74" X 63" - LMI
ELEVATION
-
��, TAT OFC�W
N.GN �c W 08-02702 A �rls'Sl� � � 1
sC.0 wie s+sn f ryl�Mlpl
NTS 06/01/15 2 OF 4
1 /2" MIN.
EDGE DISTANCE 1 3/5" MIN,
WOOD FRAMING EMBEDMENT METAL y 3/4" MIN
EDGE DISTANCE
OR 2X BUCK STRUCTURE
BY OTHERS # BY OTHERS
APPROVED
1 4"
MAX.
APPROVED
q
1/a" MAX.
T-- R2
3/4" MIN
EDGE DISTANCE
SEALANT a
SHIM
SEALANT
HIM SPACE
SPACE
#10 WOOD
SCREW
#10 SMS OR
SELF DRILLING
#10 SMS OR
SCREW
SELF DRILLING
SCREWS
METAL
STRUCTURE 13
[
I
BY OTHERS
I
I
I
I
I
EXTERIOR
i
I
I
I
I
INTERIOR EXTER'^�
�j #10 WOOD
SCREW
APPROVED
_
MAX.
APPRO
SEAL
SEALANT
SHIMSPACE
WOOD FRAMING
i 3/8" MIN.
OR 2X BUCK
EMBEDMENT
STRU
BY OTHERS
BY 0
1/2" MIN
EDGE DISTANCE
VERTICAL GROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
INTERIOR
1 1/4" MIN.
EMBEDMENT
1/2" MIN -
EDGE
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREW
#10 WOOD
SCREW
REVISIONS
DESCRWTION DATE 1PRROVEO
REVISED RATING 08/13/15 R.L.
1/4- MAX.
r SHIM SPACE
INTERIOR
L APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
1/4" MAX.
I� SHIM SPACE
1q WI INTERIOR
1/4" MAX. )�_
r SHIM SPACE
APPROVED EXTERIOR
WOOD FRAMING SEALANT
OR 2X BUCK
BY OTHERS JAMB INSTALLATION DETAIL.
3/4" MIN
EDGE DISTANCE
l'F4T'C,0L CROSS SECTION
METAL STr4UC rUf E IA3TA_LA-IOI'
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: Obi 1312015
REGENCY PLUS, INC.
.j1R I'i`oryff�
2000 LOCUST GAP HIGHWAY
MT CARMEL, PA 17851
`ti ti+� , • • ` s/y rf
��v,•4�C+ NSF,1p er
SERIES 5405 VINYL HORIZONTAL SLIDER
74" X 63" - LMIOPpr=INSTALLATION
VTAfe
DETAILS
S�=
DRAWN
DWG NO
08-02702
REVRIDy.
A
���I`S7OhiAL1
N.G.
SCALENTS 05/01/15 SHCE`
6q[ 3 OF 4
2 1/2" MIN. aEMSIONS
EDGE DISTANCE aEv oEscalPlroN
CONCRETE/MASONRY A REVISED RATING
BY OTHERS q
a
1 1/4" MIN,
OPTIONAL 1X BUCK ' • . a EMBEDMENT 1 1/4" MIN
TO BE PROPERLY EMBEDMENT
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS
APPROVED q 1 /4" MAX. J OPTIONAL 1 X BUCK • ' v 1 /4 MAX.
SEALANT SHIM SPACE TO BE PROPERLY SHIM SPACE
SECURED
SEE NOTE 3 SHEET 1
3/16- TAPCON 3/16" TAPCON
INTERIOR
EXTERIOR
APPROVED
SEALANT
OPTIONAL IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS
INTERIOR
LVVL VIWAINl.L
VERTICAL CROSS SECTION
CCWCRETEANASONRY INSTALLATION
1/4" MIN.
'MBEDMENT
-T
v �
i S
2 1/2'
MIN
EDGE e
DISTANCE
J�
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
CONCRET&MASONRY INSTALLATION
NOTES:
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
REGENCY PLUS, INC.
2000 LOCUST GAP HIGHWAY
MT CARMEL, PA 17851
SERIES 5405 VINYL HORIZONTAL SLIDER
74" X 63" — LMI
INSTALLATION DETAILS
DRAWN DWC ND.
N.G. 08-02 702
5CALE NTS DATE 06/01/15 -EL-'OF 4
DATE I APPROVED
08/13/15 R L
SIGNED: 0811312015
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ANCHOR/CLIP
GLAZING
PRODUCT
ANCHOR/CLIP HORIZONTAL MULLION
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
PRODUCT
PRODUCT
PRODUCT
{
ANCHOR/CL1
W1 A
W2
W3
MULLION SPAN
WIDTH (W) = w1 + W2 + W3
2
• rANCHOR/CUP
VERTICAL
MULLION
z
GLAZING
GLAZING
PRODUCT
PRODUCT
2
ANCHOR/CLIP
w1 W2
w
ANCHOR/CLIP
ANCHOR/CLIP
rHORiZONTAL MULLION
GLAZING
GLAZING
PRODUCT
[—HORIZONTAL MULLION
GLAZING
PRODUCT
GLAZING
GLAZING
PRODUCT
PRODUCT
a
VERTICAL
MULLION
ANCHOR/CUP
WT
W2
MULLION SPAN
WIDTH (W) = W' 2 " WIDTH (W) = w1 2 w2
TYPICAL MULLION ARRANGEMENTS
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIANII—DADE
COUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS.
RFCTANOLJLAULLALUMINIIIA TURF MLILLInN.S_
U I S a—MIUNLPROPERTIES ONLY
w
GENERAL NOTES:
.I. F+N70DUCT FL4S 9EEN DESMIMM 1O COMPLY WITH THC
(--IT
}
REQUIREMENTS OF THE FLORIDA 01.101116 CODE 2014 EDITION INCLUDING
+'n
HIGH VELOCITY HURRICANE ZONE (HVHZ),
2. AU. 7iTJ121H0 PRODUCTS USED H PiE5E wujbv9 MUST Mw THE
3
APPLICABLE FLORIDA. BLOG COBS REIXIIREMtN75 I.E: WING LOAD, WATER
RNILTRANDN, FORCED ENTRY RESISTANCE, SAHECUARDS E1C.
11
3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS,
^
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL OE BEYOND WALL DRESSING OR STUCCO.
'
6. ANCHORING OR LOADING CONDITIONS Nor SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
7. A LOAD DURATION INCREASE NI ALLOWABLE STRESS IS USED RI DESIGN OF
WOOD ANCHORS ONLY.
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE 2014 FLORIDA SLOG. CODE - SECTION 2001.8.4.
_MJULION & CLIP NOTES:
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
+ n REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
3
3
2
rJ
} IIIIM
i'I[ODUGTRRV1500
,em,rplyfnMI�wFl�itvY[arfdn
IiuO4lliiS CUJC �p n�RnumNTluo
8 . OCJ
.iinrTl� a l',n IICI Lbilllul r
P
o q
m
m
n I 4
Earn U
S
r„
m of
3qV
z�z 4
o
z
Z
k
L
m 71a k
b
� Ly
o
o
ti
�
s
ai
b
11'� � Ilk �1'
soo
L .3 p
A62� IS"
A62 p
.196 TYP. r
1� .125 o q
in
3BQ2 1.SIIQ wl H N so
I.105
f � F
AGi! �
iAllp AAGO ,14j� L .S2S m a N �a
smo- 3Ase ao-o-o- 31s
2 x 4 TrP1DAL I! pgpp [.7D� 2LG2 � In
am STD. TUBE WumO'N FRAME F A
p = o o v7
illy L
Lj
2x Ohl I gm. CLIP
6063-TS ,IHO� „! AW h .19GJ .Q7Q--i
.102 f 00Q ! f)2 1.009
6.000 iAG2 I.lGG I�OGp 1.Iflp IA6: w� S
.L. Grincpl & L� 2 x B I X 4 1 x 3 I X 3 1 X 2 1 X 2
STD. TUBE CUSTOM MULLION CUSTOM, MULLION CUSi01d MULLION CUSTOM MULUOIJ CUSTOM MULLION yCy J`
IAULLION fi06}-T6 6063-TG 6063-Tfi G003-TG G063-TG 4 E-F
Ixx: 2.070 In{ Ixx: 1.000 Ind Ixx: 0.950 Int Ixx: 0.370 in! Ixx: G,330 ire. N
o Sxx: 1.035 IRS Sxx: 0.667 IRS Sxx: 0.633 0 Sxx: 0.370 Inl Sxx: 0,330
F—e.QQo-
(RNIGE FRAME) (FIN FRAME) (FIANCE FRAME) -(FNI FrL11AE} , fCE FRAME)
a STNIpMO TUBULAR SHARES 0.aG0 _ uconplyi rhRIiIt2I 01tdrt y�
'I 1YP. WALL " .125' ALL Aucl up Cal¢ y��yO.] j
�I ALLOY - 606}-T6 LAOp M1scrydh[sIft 7 6
.750IYPI'4tpG S4R•0 19' d 2�� {4�'
4 rLAZIMG PRODUCT Dp
I::{ 1-LDOG ���17eJ_'[[�uSI CEIPIIn y � j
Z000 .405 iR50 -- _ - j--1A00-I
aFpp y
10100 2A00 H
P�
.Izs
2A�
a.eaa e
IX },MULLION C11P11U U L raaG 3c:G a.ceG— iA� Y�
600]-T6 • %
y�t
1x4 1 x 3 ,x2 •�
MULLIONS CONTAINING , T$ D.TUOE J"ULL STD.TURE MULLION STD. TUBE MULLION
NDiOTI L TYPICAL GLAZING PRODUCTS 606]—To G00}—To 0093—TG
�� • t� OPTIONAL 2 X 6 2 X 4 Ixx: 2.070 Ind Ixx: 0.95o in! Ixx: 0.330 in{
HORI7.ONTAI. OR VERTICAL
l STD. TUBE i ION STD. TUBE MULLION
Sxx: 1.G35 i Sxx: 0.633 ink Sxx: 0.330 In}
Q ` SEE W14[IOVf ON DOOR APPROVAL FOR W83-70 6053-T6
11 FASIEIIEpS 512E5 MID SPACING ¢ i
a Ixx: 8.280 Ixx: 2.9BO in g 4
e Sxx: 2.760 in Sxx: IASO lr�
f REMNGULAR ALUMINUM TUBE MULLIONS 3
INSTRUCTIONS; _ — USING MULLION PROPERTIES ONLY
USE CHARTS AND GRATIS AS FOLLOWS.
TI'E ' MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
STEP I DETERMINE DESIGN LOAD REOIIIREO MR PAFVFUI IH QPr`P'lO. ANTI CAN 6E USED WITH ALL LAWSON'S MIAMI—DAOE
�OUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS. rse
,�P USE APPROVED GLAZING PRODUCTS MEETING A90VE LOAD n • ' jter.
"Orcn HEOUIREMENTS. } S
OFRIQNAL [FP ; USE COHNErnON TO MULLION AS PER PRODUCT
.125 MIN. APPROVAL !
STEP A SPECIFY MAXIMUM 6HIM SPAcirs. I 1. RUER TO TH. GENERAL NOTES ON SHEET
z000- USING CHAWS 011 SHEET 3 0. 10 Sk1EG MULLION yzE I 1 1F 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 VIMI DESIGN RATIIfG MOPE THAN OSIGII LEAD SLiCIFIEO 2, IAL':LICNS MA': BE ORIENTES VERTICALLY OR
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE.
AIJG IP 2• WHERE ANGLES ARE NOT FIT SNUG USING u1cNaR TYPES oN SHEET p THpu D AND a¢HOR cluRrs HORILONTALLY.
j INTO TUBE MUCUONS. S£E OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TYPE VRIN OESI611 HAVII. 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION I "
F-- GQ63—T6 ANCHOR DETAIL AT SHEET 9 OF 10, ARRANGFMENTS OR STACK CONFIGURATIONS.
200p I MORE TFWI THE OESICIf LOADS SPECIFIED IN STEP I ABOVE.
a
CLIP
LENGTH
MULL
"L"
1 X 2
1.688'
1 x a
2,6ee•
► x 4
a,6es•
2 X A
3,688'
2 X 6
5.608'
0 p � >�y
, z . s p in
J �
d4i-N
s z [,
0��cv��
3;L-i' SPck A
i J
TUBE M ULL IONS l
1ULLSPAN -IX2.1. 1X3 I iX4 I 2X4 2X8 jjjWldh(La)MULL SPAN I iX2 I 1X3
38.318" 1 78.9-�50,01 150.0 1 1500 1 1500 74414"
60-616" f 33.5 I -89Y L i4s4_1 i500 1 150.0 111 am-1 84"
P �n � ng � I la '• � Pam �� •� ; �f � c;���� �'-�''!
Du
12
78
Y4.4
22.3
20.6
G4./ I
59.3
54.7
7U5.7
90.8
89.5
16U.0
139.5
128.6
1 150.0
15LL0
,50.k
ttd
72
70
1 15.3
-
33.4
30.7
29.3
45.1
44.1
40,7
1 102.4
93.9
86.7
69
72
70
18
62.6
150.0
150.0
150.0
150.0
78
37.7
82.1
110.3
150.D
18
24
46.9
135.1
150.0
150,0
140.0
24
28.3
A-1,13
88,7
1500
24
3l
37,5
108.1
150.0
150.0
15001
30
22.6
49.3
71.0
1OD.0
30
35
31.3
00.1
150.11
150.0
15D.0
36
la'a
•11.1
65.1
143A
36
42
26.8
77.2
131A
15D.0
150.0
42
10.2
35,2
50.7
123.2
42
48
6„
23.5
87.5
1143
150.0
150.0
40
O8"
30.8
,3
1U7.8
41
54
20,9
60.0
101.9
148.8
150A
b4
27.4
3D.4
95.8
64
6D
16,8
.0
07 7
132.1
15D.0
60
24.0
35.5
88.3
60
SS
17.1
49.1
83.4
124,
160.0
66
22A
32.3
7a.4
66
72
15.6
45.0
76.5
110.1
160.0
72
20.S
29.0
71.0
72
79
41.8
70.0
IOU750.0
7
79.0
.3
66.3
78
18
45.3
133.4
150.0
150,0
150.0
1a
205
57.7
83A
150.0
18
24
34.0
,00.0
150.0
150.0 1
150.0
24
19.0
43.3
82.3
ISOM
24
30 •
27.8
80.0
150'a
150.0 I
150,0
30
15.9
31.6
49.9
138,3
30
36
23.2
66.7
125.2
150.0
150.0
36
28.8
47.5
113.0
38
42
10.9
57,2
107.3
1500
150.0
42
1
24.7
35.8
RTA
42
48
63"
17.4
50.0
93.8 1
135.1
150.0
45
108"
21.6
31.1
85.2
48
64
15A
44.5
83."1201
1540
54
10.2
27.7
75.7
54
60
40.0
75.150.0
50
17.3
24.9
68,
60
66-
35.4
60.150.016.7
22.7
82.9
66
72
33.3
62.150.0
72
F7F
29.8
56.0
7'lt
70
30,8
57.t50.0
70
19.2
52,4
78
`NDIDEMIlIAL MULLION
,_VERTICAL
UULUOII
GLAZING
GLAZING
0
PRODUCT
PRODUCT
j
TYPICALMULLION _ARRANG 6E 1ENTS
AICltM iO DE IMCRIOED
W510E RiCWgX Wt SHAPE
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZCNTAL'_Y.
(INTERPOLATION BEMEEN MD HS ALL4WLD)
w+ - w2 !
wT wz WIDTH (W) =
-MULLION SPAN 2
'GWII
y.�� PA9DUCi
-
GLAZING
GLAZING
PRODUCT
PRODUCT
-
di-0
90.9
I T2LLL
I m 0 a
120"
25.2
36.3
100.9
n t
M
oa
0
21.0
30.3
64A
18.0
25.9
72A
-
15.0
22 7
03.1
20.2
56.1
C, o .
3 " ."•. t
-
18.2
50,5
iB.5
4
16.1
42,1
t
o =
m 3 a 8
-
-
-
3R5,9 .R
19.$ 1 54.2
132" 17.1 47.4
15.2 42.1 Z
3711 ~
34.6
31.6 N
24.3 35.0 97.4
18.3
26.3
73.0
k
21.0
58.4
17.5
48.7
0
15,0
41.7
36.5
144"
-
-
32 5
29.2
20.8
24.3
i
r
-
3
-
22.5
-
31,0
88.1
23.3
64.6
-
10.6
61.7
3
M
e
-
15.5
43.1
36.9
c
}31
32.3
-
28.7
z
}
a
25.8
23.6
a
21.6
1 B.9
I-ROnUCTItt,Vj.%n
U illvvnG wiLhtlw 14ue11Ls
aau�Dccde
,i
c - sSi _.:
a
}i�mll7ode l'ry uc[tho-lto-1 �
'i:+:t,tti:titt�
A
2X IAULLION CLIP
00a3-79
•L
Ix LNULLJON CLIP
6063-TO
HOTC{I
grmQNIAL
IIOft"
T OPROnAL
JE9 MIN.
.GOO
JII� A LE e�cL CH
2 X 6
N=_LaD
STMIOARD iUGULAR SHAPES
TYP. WALL - t77' ALL
ALLOYIl -IS
1�� TYPICAL
rGLA2111G PRODUCT
am
Ml1LLi0NS, gQLJ A1NING
'[CAL GLAZING PRODU(
f7TdrZhi.lan1WokaVIAN114GII■
SEE WINDOW OR ODOR APPROVAL FOR
FASTENERS SIZES AND SPACINQ
CLIP LENGTH
tluLL
I x 2
1168B'
I x 3
8,688'
1 x 4
3,668'
2 X 4
31608'
2 X 6
5.68e
I. ALL CLIPS AND ANCLF,S ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL 5
ANCHOR DETAIL AT SHEET 9 OF 10,
L .1L5 1,000
.DSE� 7 Sae r312 LDDD 13Da
Aea
.T2S
{ma F
7.Cou 3moo
{aoD7Gas a.aoa zbaD
s�6-�
j-
1 ImaO-�
]DD3—I slrE �` I� X 3 woD
W Ir62 �1 1 x 4 �rm62� STD. TUBE MUI.I.ION I x 3
1 x 4 STD. .TUBE MUI-LION 1 X 3 0003-70
- 1STCUSTOM MULLl4N
OIA IA I ION D0a3-Ta
00a3-Ta CUSTOM MULLION
G063-1G 606]-ifi
Ixx: 2.166 in! IXx: 2.218 In
Izx: 4.709 in! Ixx: 4.709 In! Ixx: 2.166 in{ 3
Sxx: 1.445 In. Sxx: 1.479 in
Sxx: 2.355 in Sxx: 2.355 ina Sxx: 1.445 Ina
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
2.9W
L5s0
IN10 loco---
. LA 29
4.0111m
6.003 ila S.U.S.
912' O.G. {Aao ,125
31.25
CdxS,{
2 X 6 2 X 4
ST L T1-19E MULLION STD. TU E MULLION
6033-711 0053-TD
Ixx:19.648 in! Izx: 7.549 in!
Sxx: 6.549 ina Sxx: 3.825 Ina
USE CHARTS AND GRAPHS AS FOLLOWS.
DETERMINE DESIGN LOAD REQUIRED FnR PARIIFUI AP OPEHIVG
USE APPROVED GLA2111G PRODUCTS MEETING ALINE LGAn
REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM SHIM SPAONC
USING C1WIS ON SHEETS 5 OF .D SELECT _.UW0N SIi-
WITH DESIGN RAII14G MORE 71WN C:S.N Ld_J SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 6 1HRU D AND ANCHOR CHARTS
ON SHCET 9. SELECT ANCHOR TYPE WIN DESIGN RARING
MORE THAN THE DESIOII LDADS SPECIFIED IN STEP 1 ABOVE.
rrNalrLlcTnsvLseu
w WIDFiyr01TW1W Ile IIDIIUn
nl+na6lacxle
A. Ilrlrso Ne �
rRl' raIDPmEuclNxnllal
REC'ANGULAR ALUM114UM TUBEMULLION
USING MULLION PROPERTIES ONLY
TINESE MULLIGAS ARE RATED FOR LARGE MISSILE IMPACT
nND CA,4 BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED ^IMPACT AND NON -IMPACT PRODUCTS.
NOTES:
REFF9 TO T'IE ;ENERAL NOTES ON SHEET
I Of ,O FG,R LUILDING CODE COMPLIANCE.
?. MULI-ONE M1Y 9E ORIENTED VERTICALLY OR
HORIZCNTALLY,
3. REFER TO SHEET i OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
STEEL
REINFORCED
TUBE MULLIONS
STEEL
REINFORCEOTUDE
MULLIONS
STEEL
REINFORCED
TUBE MULLIONS
y
o
� o
1D y
a R
p1 s o
z 4
Z c
o 2
m s a
5
a
a
W
01
z
LN
O
m
{P4
] x
E4
a
o
w
P
E
o
S
Width w
MULL SPAN
1X3
1 X 4
2 X 4
. 2 X G
Width w
MULL SPAN
1X3
1 X 4
2X4
2X6
Width w
MULL
1 X 3
1X4
2X4
2X6
19
24
38-318"
150.D
150.0
150-0
150.0
10
74-114"
150.0
150.0
150.0
150A
1D
-SPAN
120"
4.4.D
05.7
150,0
150.0
1 50.0
150.0
250,0
150.0
24
139-5
150.0
150,0
150.0
24
33.0
71.8
116.6
i5D.0
3p
150.D
750-0
150.0
150.0
30
111.0
150.0
150.0
150-0
30
28.4
57.4
93,2
160.0
06
150,0
150.0
isa.0
150.0
SB
93.0
150.D
150.p
15D-0
36
22.0
47.6
77.7
150.0
42
46
150.0
iG0.0
150.D
150.0
42
79-7
150.0
15D,0
150-0
42
18.9
41.0
68.$
15p.0
150.0
150-0
150.0
150,0
40
69.7
150.0
150.0
150.0
46
16.5
35.8
58-3
140.
54
60
150,p
150.0
15➢_0
150.0
54
82.0
134.8
260.0
150.0
54
31.9
51.8
133.7
150-0
150.0
i50,0
150.0
60
55.8
121.2
250.0
160.0
Be
28.7
48.6
119.8
66
159.0
150.0
150.0
150.0
66
50-7
110.1
16O.D
150-0
06
26-1
42 4
100.9
72
150.0
150.0
150-0
150.0
72
48.fi
101,0
150,0
150.0
72
23,fl
30.9
BD.O
70
150.0
150.0
150.0
150.0
7
42.9
93.2
150.0
150.0
70
22.1
355.9
97.1
70
24
30
50-518"
]fi0.0
15D.0
150.0
ifi0.0
10
04"
128.4
150.0
150.0
150.0
1B
132"
33.1
71.9
116.8
750.0
150.0
150-0
160.0
150.0
24
96.3
150.0
160.0
150,0
24
24.8
53.9
07.0
160.0
160.0
150.0
150.➢
150.0
30
77.1
160.0
150.0
150,0
39
1B.p
43.1
70.1
150.0
36
160.0
150.0
16010
150.0
36
64.2
139_6
1fi0i.0
150.0
36
16.5
35.0
58.4
150.0
42
48
150.9
160.0
150.0
160.0
42
55.0
119.5
150,0
150.0
42
30-8
50.0
t28.6
150.0
150.0
150.0
150.0
40
48.2
104.0
160.0
150.0
40
27.0
43.0
112.5
64
0tl
150.0
150.0
150.0
150.0
54
42.0
93.0
150,0
150.0
54
24.0
38,0
wo.D
150,0
150.p
150,0
150.0
00
36.15
83.7
135.9
150.0
50
21.6
35.0
90.0
Q6
147.7
15D.0
150.1)
150.0
88
35.0
78,1
123-0
150.0
66
19.6
31.8
81.8
72
150.0
150.D
150,0
72
32.1
60.7
173-3
150..0
72
18.0
29.2
6.0
70
150,0
150,0
1500
7D
2B6
➢4.4
104.8
150.0
70
1B.6
20.➢
60.2
10
24
57".
150.0
150.0
150.0
10
96"
86,0
150.0
150.0
150.0
18
144"
25.5
554
09.9
150,0
j124.9
150.0
150.0
1fiD_0
24
64,5
14EIA
150.0
150.0
24
19,1
41.5
07.6
150.03➢
150.0
15p.0
150.0
3O
61.0
112.1
15D.D
150.0
3O
15.3
33.2
540
136836
15001500
36
43.0
93.4
150.0
150.0
36
-
27-7
45.0
115.5
a2
150.0
150-D
15DD
42
30.9
80.1
130A
150.0
42
23.7
30.5
99.0a49
150.0
150.0
150.0
43
32.3
70.1
113.8
150.0
40
20.8
33.7
86-6
64
137.0
150.0
150.0
150.D
54
28.7
62,3
1D1.2
150.0
54
18.5
30,0
77-0
BO
123.3
150.0
150.0
150-0
0D
25.8
50A
91.1
150.0
60
16.6
27.0
69,3
96
212.1
150.0
150,1)
150.0
72
102.8
150.0
15p.0
150.0
66
72
23-5
51.0
02.0
180-0
66
15.1
24.5
63.0
x
;
w
''
Lu
y
$
�
a
F
c
21.5
4B.7
75.9
150.0
72
22.5
57.8-
78
94.8
150.0
150,0
ism
78
1U,9
43,1
.0
150.0
H
-
20.8
3.3
10
24
63"
150.0
150.0
160.0
150.0
18
1DO"
50-4
131.2
150,0
150.0
18
ISO,,
22.8
49.0
79.6
150.0
150.0
160.➢ _
150.0
150-9
24
45,3
90 A
159.0
150.0
24
18.9
38.7
50.7
150.0
30
150.0
150.0
150.0
i60.0
30
36
30,3
78.7
127.9
150-0
30
2DA
47'_7
122,6
_ x
36
150.0
160.0
150A
i5D.0
30.2
66.6
106.8
150.0
36
24.5
30.8
102.2
42
130.5
160.9
150.0
150LO
42
25.9
58,2
91A
150-0
42
21-D
34.1
87.6
40
114A
160.0
150,0
150.0
49
22.7
49-2
70.9
11)0.0
48
10.4
29,8
78.6
54
101.5
1$O.G
150.0
750.0
64
20.1
43.7
71.1
150.0
64
18.3
26.5
68A
60
01.3
150.1)
160,0
150.0
60
18.1
39 A
04.0
150.0
60
23.9
61.3
6p
83.0
150,0 T
150.0
150.0 F,
Be
16.5
36.8
511.1
147.0
fib
21.7
55.7
72
70.1
142-4
15D.0
150.0
72
15.i
32.fi
53.3
134.8
72
1B-9
51.1
7B
70.2
131.4
150,0
150.D
rh
70
MZvtPTA, LIULUOh
30.3
49.2
124A
78
1➢.a
17,2
I
Vuunli
u
z
GLAZING
GLAZING
O
PRODUCT
AROOUCT
f
N
r an�cr
3
N
'IAZIIiG
GLAZING
7R00007
I FROOL'7[
I
LYPICAL MULLIi1N ARRAj4GEMENTS
. ?':,`;'r�
.
ARCi1E5 10 0C I!6GnF0EQ
nnDC n[CTAI WUA l8WC
NOTE
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
"ROAsiCi RSVISno
.,�Ila�yr><g,rrlll aI. Rle,fd.
N -
�� I
�
ri
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
BuOJInllCoua �f A r
ncxommohs
d .:
WIDTH (W) = WI + W2
afnmlt7olkiyWan Cmiu�i
a
W1 W2 MULL70N SPAN 2 p
ca
1 1/4" MIN.
EDGE - 7Sf.
5/10' tAPCOHS MIN. EDGE GIST. _
5/18' TAPCONS
MAIL Wavy PEnalullOrt 1-1/2' MIN, VZOD PEITIRATID41 2-3/1fi" CONCRETE OR- j
CUP (I OFI EACH VOIDY I PER All CLC 4" IMLOW Fl3CK
3/4'
5/16 TAPCONS 5/10 TAPCOHS
1-J/A' MILL EMBED IITTO MASONRY 1-3/4" MIN. EMBED INTO IA85OIrw
4 PER CLIP {2 OH YANG) 2 PER "LC
w e r
�
FdlN
I
iO °p c
O �
s
1
1 I
I I
,
[
ILLxIM�AkOEi 6'
2 7/16"
1 e
s
i
1
VI z
m d b
tx FLOAIRIC CLIP
I�
41
2
MIN.
1 m
�_;
!
2 x 2 x 1/0-
;
0
SUCK
Ir
r
1
"-----"----
WOOD S11CN
1X FLOATING CLIP
r
ALUM NICLE
i
'
5/16' TAPCONS
CHORS TYPE INTO LOCK
1-1/2' MIN, WOOa PCHCIRATION
PER NfCt
ANCHORS TYPE_ V (INTO CON_ CRETr
4 ANCHORS THRU 1X BUCK
ALL CLIPS AND ANGLES
70 FIT SNUG INTO CONCRETE OR BLOCK
INTO TUBE MULUONS,
I"x4` & 2"x4" MULL
, ,
TAPCOtiS hFAY BE HEX OR FLAT H1310.
�
,
t
MIN. EDGE DISf,
`
7^3/16" CONCRETE OR
{
4" F{DLLESVI BLO['K
5/10' TAPCO)i$ 5/16- tAPCOMS
r
1-3/4' MR EMBED INTO itASONRY 1-3/4' MIN. EMBED 111TG MASBNIIY
A
2 IN
� E
2 X 2 X 1//8'
2 PER CUP (I Olt LMJI SHND) 1 IYR'"Itz
�N
'
tYOOB HULK
ALUM NIOLE
�.,
1
I '
L' • •
i
ALL CLIPS AND ANGLES TO FIT SNUG
'
c" '
INTO TUBE MULLIONS,'
••• -
_
-' • -
'" -'••
e
7APCONS MAY BE HEX OR FLAT HEAD.
_
ANCHORS TYPE^A'
2
2 ANCHORS INTO WOOD
M.M.
IBr
L _i�
I
2 x 2 x t a^
5
5/18' TAPCOHS
1-1/2' LAIN. YOM I'ME MIrOM
4 PER CUP (2 011 CAD{ WO)
5/16- TAPCO95
1-1/2' MIN. MIOOG PENEIRATION
2 PER ANGL
- ------ WOOD BOO[ )x FLaATIr40 CLIP
nz
: Y : '` •., n
ANCHORS TYPE'C' (INTO $LOC4C)
a� J
,'' ,
i
ANCHORS TYPE V (INTO CONCRETEi
2 ANCHORS THRU 1X BUCK
s f
,
INTO CONCRETE OR BLOCK
1 rT 44
//
FtWING
CUP ! ALUM2AHGLYO•
i
WOOD a>1[K
t!
r' Ii
I I
IIRf117OCT IiHV154t1
nsymylyfny�riikTlu:Flor(Ju
! I
1
'"
DuIIdG10 C0J�gOQ. /Z�
ANCHORS '11
-_['PE
4 ANCHORS INTO WOOD
ALIERINIf
AIICNIOR L=11011
r1i :de lNal it 'oC1ml
NNCLt
MIN. EDGE OIST.
5/10• Awr' Iz
1-3/4' pc EUBEo INTO hmo8N7
x PER CUP I pH EACH WING)
5/IB' TAPCOItG
1-3/4' WIN. EMBED wro AIASONNr
I PER ANGLE
^X2X 1/0'
ALUAI ANGLE
—� ANCHORS JYPE 'C' (INTO FAILOCK
ANCHORS TYPE T' (INTO CONCRETE)
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
ALTERRATE r MULL
ANCHOR LOCATION I
A CONS
s-11IN MIN. zmpR%r
INTO PErl CUP
2 hEjl CLIP,
(I ON EACH Wthx)
^il" W M 1!WRIEW
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" IOLLOL4 OL K 5/10' wDmL 5/10' TAPCOIIS O
I -]/a' W Cutto INTO ' DI 1-]/1' MIN. EMBED Tara k(kwplRY °
3/M1 t nR CUP, [2 ofl EACH 11cIful 2 PER NK1E
T MIN . s. _ vo y y
'•! •.`, _ _•-r I••2 'I '1�., '.5 ,•. '..�.. •.T �`I• •••• Gam CS e
L cn
ZOM OF
O
l i i i o w z Z O vv��
rANCRErE O:E l 1 m am. cl o
L-� CutQN' GLOM IT2 X [ CC
ALUM2Al1GlEB•
N 2 MIN, ROANNc CUP Ir 1 F] I
N. i
MULL � Hi
ANCH RS TYPE V INTO BLO K.)
ANCHORS TYPE 'G' t O CONCRETE) a a? �
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1'k4" & 2"0" MULL U)
n yyV
4IiLL ,Iz H d
!! 1
! ...----`-------.�
`i lflf I r
5/I G' TFPCol+5
1-3/4' Mitt. EMBED NNo uA-9l N
4 PER CUP (2 014 EACH WING)
ALL CLIPS AND ANGLES TO FIT SNUG
fll INTO TUEE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
rnoDNcrlucvlsBn
ral"PbinI'll4 Me FWrnle
CJPS OR ANGLES CONNECTED DIRECT�Y TO MASONRY TO BE PROTECTED AceeiINKChM Q� .
WITH ALKALI —RESISTANT COATINCS, ISUCH AS BITUMINOUS PAINT OR U ! Va
RATER—WITIE LIEIHACRYLATE LACQUER,
Dt' —MN,
l '
NLi� YA al'N7duLl GllPlio
fidIIIrlf
MlK. EDGE GIST.
2-3r16" CONCRETE OR
4 HOLLAW BLOCH 3-3/*" 5/16' TAPCONS
MINI 1-3/4- MIN. ELIDED IN10 MASONRY
4 PER CLIP (2 ON FACII WIIIG)
2%6 NULL
1.•
CLIP LCSNGT13
WILL T
2 X A 3.688'
P X 6 5.680'
MULL 5/16" fAPc0116
MIN. EDGE DIST,
2-3/16" CONCRETE OR
5/I4" TAPCOITS
1-3/4" MIN. ELIOEO INTO LASOIIRY
4 PER CUP (2 ON EACH VANO)
MULL 5/16" TAPCONS E
1-3/4- MIN. EVOEO IIITO MASONRY
4 PER CLIP (2 ON CACTI VANG)
AIIN. U
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Ir 5 11/16" .__.I ALL CLIPS AND ANGLES TO Fff SNUG ANCHQRS TYPE 'E' (INTO BLOCK)
'+ INTO TUBE MULLIONS. ANCHORS TYPE CFI' (INTO CONCREIE�
ANCHORS—lXPE LE' (INTO BLOCK TAPCONS MAY BE 1-
4 ANCHORS THRU IX BUCK
ANCHORS aPF 'H' _(INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE BLOCK
ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS. BITUMINOUS PAINT OR 2"XD' MULL SHH OWN
2'XS' MULL SHOWN WATER -WHITE METHACRYLATE LACQUER.
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CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH AUEALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER —WHITE MEMACRYLATE LACQUER.
JAIN. EDGE DIST, A
2-3/16' CONCRETE OR
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
5/18' TAPCOIIS
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A -
2 x 2 x l B'
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ANCHORS MITO CONCRETE OR CEMENT BLOCK
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2.688•
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1, ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS,
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIO14AL
ANCHOR iDETAIL AT SHEET 9 OF 10,
J 14 SAS,
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CUT TO FIT SNUG 1?15iEFC TUBE
ANCHORS TYPE '!'
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION
PRO DUCT REV Nan
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ALL CLIPS AND ANGLES TO FIT SNUG Rn,ldlilg Cl.11o 06 O8
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uuw014 ANCHOR CLIP NOTES
I. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
y TO SHEETS 6, 7. B, & O.FOR DETAILS AND NOTES.
2. REFER TO CHARTS ABOVE:FOR MAX. DESIGN PRESSURE
0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
r 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
IL LOCATIONS AT HEAD, SILL OR JAMB ENDS,
E IP'TERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. t'4cn1711Cf14GV15[f7
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