HomeMy WebLinkAboutNOA; Aluminium Stands for Rooftop EquipmentMIAMI•DADE MIAMI—DADE COUNTY, FLORIDA
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S.W. 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
F & L Aluminum Parts, Inc.
1720 N.W. 22nd Court, Unit #3
Pompano Beach, Florida 33069
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone,
DESCRIPTION: Aluminum Stands for Rooftop Equipment
APPROVAL DOCUMENT: Drawing No. FNL.13001, titled "Aluminum Stands for Rooftop Equipment
(Round Posts)", sheets 1 through 3 of 3, with latest revision date 08/16/2018 prepared by Milton Cubas,
P.E., Inc, signed and sealed by Milton Cubas, P.E. on 08/16/2018, bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade
County Product Control Section.
1VIISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 17-1226.24 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P. E.
�z NOA No. 18-0828.09
�zja�(�a'S Expiration Date: May 15, 2024
`I Approval Date: December 06, 2018
Page 1
F & L Aluminum Parts, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. FNL.13001, titled "Aluminum Stands for Rooftop Equipment (Round
Posts & Telescopic Crossbar)", sheets 1 through 3 of 3, prepared by Milton Cubas,
P.E., Inc., signed and sealed by Milton Cubas, P.E., on 08/16/18.
B. TESTS
1. None.
C. CALCULATIONS
1. Structural analysis and calculations, complying with FBC-2017, 6th edition, submitted,
sheets 1 through 80 of 80, prepared, signed, sealed, and dated 08/07/18 by Milton
Cubas, P. E.
E.
F.
W
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. None.
STATEMENTS
Statement of conformance complying with FBC-2017 along with structural
calculations sheets 1 through 80 of 80, prepared, signed, sealed, and dated 08/07/18 by
Milton Cubas, P. E.
OTHERS
1. Notice of Acceptance No. 17-1226.24, issued to F & L Aluminum Parts, Inc., for their
"Aluminum Stands for Rooftop Equipment.", approved on 07/05/18 and expiring
on 05/15/24.
E-1
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 18-0828.09
Expiration Date: May 15, 2024
Approval Date: December 06, 2018
ALUMINUM ROOFTOP EQUIPMENT STAND
WITH ROUND POSTS & TELESCOPIC CROSSBAR
REFER TO DESIGN FRONT AREA SMALLER UNIT MAX: STD=16 ft HVY= 25 R
SCHEDULE FpR TOP AREA SMALLER UNIT MAX: STD=7.50 Re HVY= 16.0 fte
ALLOWABLE WIND MAX HIGH UNIT: STD=3ft HVY= aft.
-GADS AND OTHFA SUM FRONT AREA AND TOP AREA TO TOTAL UNITS
DESIGN CRITERIA SHOULD BE CONSIDERED TO SELECT STAND FRAMES
67 7
x
17tl G
V sp�Fg
sa 'ii
pE5 RqU�
CROSSBAR LENGTH
"STANDARD" SYSTEM:
18" TO 27"
°HEAVY°SYSTEM:
24" TO 42"
(� STAND ASSEMBLY
1 SCALE: N.T.S. ISOMETRIC VIEW
(4) #14 SMS AT EACH
UNIT FRAMING CORNER "STANDARD" SYSTEM
(20ga MIN STEEL)
7 _ IT
L 0.145" �
0.093" 0.125"
` 6"
"STANDARD"CROSSBAR "STANDARD' CROSSBAR
` n "STANDARD" POST n (OUTSIDE MEMBER) n (INSIDE MEMBER)
' ��- � $�CALE� 1'SCALE: 8° -1'-0°
' -`~ (4) #14 SMS
PER ANGLE
EXTREME TO RAIL "HEAVY" SYSTEM
1 1/2" DISTANCE EDGE
1 1/2" SPACE SCREW
MAX. ,�`3J50"-ter
1.900' O.D.
la 3b g
0.200' g
iJ 0.093" 0.125"
"HEAVY' CROSSBAR 'HEAVY" CROSSBAR
n 'HEAVY" POST n (OUTSIDE MEMBER) n (INSIDE MEMBER)
S� ; 8• - 1'-0" SCALE 8" - 1`0"
GENERAL NOTES
1. THIS SYSTEM HAS BEEN EVALUATED IN 6. STANDS SHALL BE INSTALLED WITH
ACCORDANCE WITH THE 2017 FLORIDA BUILDING MINIMUM CLEAR HEIGHT AS SPECIFIED IN THE ,k4" MIN
CODE, FOR USE WITHIN & OUTSIDE THE HIGH ABOVE -NOTED BUILDING CODE. "STAND HEIGHT" o—ErAa AN m
VELOCITY HURRICANE ZONE (HVHZ). AS USED HEREIN IS NOT NECESSARILY 1O��DIIT k' / INSIDE MEMBER
2. SITE WIND PRESSURES CALCULATED FOR EQUIVALENT TO "STAND CLEAR HEIGHT" AS ��^+ L
USE WITH THIS SYSTEM SHALL BE DETERMINED BY SPECIFIED IN THE BLDG CODE. � STAND ASSEMBLY: OUTSIDE
OTHERS ON A SITE -SPECIFIC BASIS IN 7. VIBRATION ISOLATOR PADS SHALL BE I D I p05T & BASEPLATE . MEMBER NUT & WASHERS
ACCORDANCE WITH THE GOVERNING CODE USING PROVIDED BY CONTRACTOR BETWEEN UNITS & i 5(ALF. N.TS LSOr�Tc¢ o
ALLOWABLE STRESS DESIGN METHOD. STAND. mod'
3. THE SYSTEM DETAILED HEREIN IS 8. IT IS THE CONTRACTOR'S RESPONSIBILITY
GENERIC AND DOES NOT PROVIDE INFORMATION TO VERIFY THAT FASTENING AS SHOWN HEREIN
FOR A SPECIFIC SITE. FOR SITE CONDITIONS WILL NOT VOID THE EQUIPMENT '"ay k 2 TO
DIFFERENT FROM THE CONDITIONS DETAILED MANUFACTURER'S WARRANTY, ESPECIALLY WHERE 4" MIN
HEREIN, A UC64SED PROFESSIONAL ENGINEER OR UNITS ARE INSTALLED WITH OVERHANG PAST RAIL a `
Lm®t
REGISTERED ARCHITECT SHALL PREPARE (SEE TIE -DOWN DETAILS). `�yy
SITE -SPECIFIC DOCUMENTS AND APPLY FOR 9. ALL BOLTS & WASHERS SHALL BE ZINC (+1 Y'm l0.Tvmm
ONETIME MIAMI-DADE NOA FOR USE IN COATED STEEL, GALVANQED STEEL, OR STAINLESS 'MAWS' INSIDE '—TYPICAL'
CONJUNCTION WITH THIS APPROVAL STEEL WITH A MINIMUM TENSILE YIELD STRENGTH MEMBER (1) Y,20
4. PERMIT HOLDER SHALL VERIFY THE OF 60 KSI. TELESCOPIC CROSSBAR OUi5I0E MEMBERS NULL / &
EXISTING
ADEQUACY OF THE STRUCTURE TO 10. PLASTIC COMPONENTS USED WITHIN THE L N I COUPLING ATTACHMENT x WASHERS
WITHSTAND SUPERIMPOSED LOADS (ASO) - REF HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV °A scut: N.TA Lsw+rnucvaw
'REACTION SCHEDULE". PERFORMANCE REQUIREMENTS AS SET FORTH IN
5. ALL ALUMINUM EXTRUSIONS SHALL BE THE ABOVE -NOTED BUILDING CODE. CROSSBAR CONFIGS
6061-T6 ALLOY &TEMPER, UNLESS NOTED 11. ANY STEEL IN CONTACT WITH ALUMINUM 1 SCALE: S4° = 1'-0' TYP FRAME ELEVATION
OTHERWISE WELDING SHALL BE PERFORMED IN SHALL BE PAINTED OR PLATED AS PRESCRIBED IN .
ACCORDANCE WITH AWS REQUIREMENTS, USING THE ABOVE -NOTED BUILDING CODE.
FILLER ALLOYS 4043, 4D47, 5183, 5356, OR S556.
0.125•
�1379'�
1 i-BEAM RAIL
Y 2D SET SCRLV TO HOLD MIN
POSMON AFTER RETALITON
(ANY HEAD Sn-LF: HEX, THUMB, ETC)
o FD.Lw•
D
0.200•
D.>SD. II
2..l LD � x zsoo• NG.
1 7 1 RAIL CONNECTOR
SCALE: 6"
,�-5.000"—'
O 0.75 O POST LOCATION
MW (CENTERED) W/
OPTIONAL 1.9'
0.75' ~ DIAM HOLE AT
MIN CENTER
4--3.50°MIN—�
O
BASEPLATE
0.25D" MIN THICKNESS ANCHOR
LOCATIONS
n 37 �
BBmin.gc dwith
ITheFlorida
3uildinR Coale
Accepttz rP No.� •D �. �Z(
]i.�uaAGD IY� S ytt
By
Miami D&L, Tr,�UDI ConUol
STAND ASSEMBLY:
n POST, CROSSBAR &RAIL CONN
SCAIE KTS t�l41Bt0
srD o.3ss
: 0.25•
.SEAL
I
MILTON CUBAS
7 SUPPORT ANGLE (OPTIONAL)
SCALE: 6" - 1'-0°
Y
NOTE: THIS ELEMENT ONLY APPLIES WHEN THE'+f'�1
UNIT TO INSTALL IS SMALLER THAN UNITS AROUND.
/P E. # 61902
Zw_ mes
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arcuya�a��
�;W_ryoLL"
Em
Z2� =GJo
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m J
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c�
J dZOz
LL a
DRAWING NUMBER
FNI-13001
SHEET
XA3
MCCTF`NI CI"L1CT11 II C
TOTAL
KuMA%
- -
2 FRAMES
wrewl
LT4]FT
3 FRAMES
LATERAL
UPLIFT
4 FRAMES
UPLtFf
5
LATERAL
FPA1ES
UDIIFT
6 FRAMES
wTE31AL
DPIIFT
7 FRAMES
LATBUL
IRIIFT
g HWMtS
LATERAL
DPLIFT
y rwnca
LATERAL
UFDFT
+"n.,ro
w ERAL
UPLIFT
MID,
AREA
UNIT
HEIGHT
STAND
HEIGHT
Ifs)
iP�
b!d)
(,4
(P0
(Rd)
(Pd)
w
I (PSO
(7M()
(C>f)
(V2)
(Pd)
(PAX
(G 7
(09)
AREA
18'
250
197
250
197
250
197
250
197
250
197
2So
197
250
197
250
197
250
177
250
197
250
197
25a
197
250
197
250
197
_ 250_
197 _
ISO
197
250
197
250
_197
g
30"
250
197
250
197
250
197
250
197
250
197
250
197
250
197
250
197
250
197
Is,
246
197
250
IV
250
197
' 250
250
197
250
197
250
197
_250
197
63'
20
24'
208
_194
164
--250--
250
197
250_
1_97_
197
250
_197
197
250 _
197
250
197 _
250
_
197
250
177
ILU Fn
3D'
_
170
134
250
197
250
197
_250
250
.7
250
197
250
197
250
197
25D
197
250
197
IV
192
197
250
197
250
197_
197
250
117
197
250_
197
250
197
8R,
37
Vr
_
157
_I51
124
_250
235
185
250
197
_
ISO
197
_250
250
197
197
_250
_ 250
197 _
250
_ 197
_ 250
_197
1338 Fn
30'
_ _
128
101
192
152
Z50
197
250
197
250
_
197
_250
250
197
250
197
250
197
250
197
IB•
160
126
242
191
250
197
250
197
259
197
250
197
250
197
250 -
197
250
197
IQ R2
36'
7T
125
99
188
148
250
197
250
197
250
197
250_
197
250
_197
250
_197_
250
_197
web Fl-+
30•
303
el
154
121
205
162
250
197
_
250
197
250
197
250
197
7.50
197
250
197
IV
133
105
159
250
197
250
197
250
197
250
197
250
197
25D
197
_ 250
_197
12 ft-
3w
2T
104
82
_202
157
124
209
165
250
197
250
397
1 250
197
250
197
250
197
250
197
17M Fri
3P
85
67
128
101
171
135
214
163
250
197
250
197
25-
197
ISO
197 _
250
197
it
100
79
151
119
192
152
231
182
250
197
250
197
250
197
250
197
250
197
16 ft.
36'
24•
78
62
117
93
157
124
196
154
235
185
250
197
250
197
___
250
197
250
197
23.]Bm
3D•
_.___._.
64
_..
51
96
76
128
101
160
._._.._.._._....._
126
192
152
224
177
250
197
250
197
250
197
IV
80
63
121
96
161
127
202
159
242
191
250
197
250
197
250
197
250
197
70R+
36'
2s•
63
49
94
74
125
99
157
124
188
148
219
173
250
397
250
197
250
197
29.71 FP
30•
51
40
77
61
103
81
128
101
1S4
121
179
142
205
162
231
192
25C
197
18'
fi4
_ 51 _
_ 96
76
129
302
359
125
1B3 _
_ 143 _
204
l61
27.7 _
179
247
197
_ 250_
250
_ 197
397
31.SB Ff�
IS R,
4T
N•
30
_ 50
41
I39 _
1 32
_75 _
1 63
_ 59_
48
100
82
79
65
125
102
99
81
150
123
118
97
_ 175
143
-138
113
200
164
_358
129
-225
184
_377
I
20C
163
1g"
54
42
81
64
104
82
122
9fi _i
139
110
157
129
174 _
137
_191_
351
209
_165
30 ft-
4V
w
42
33
63
69
83
66
304
82
125
99
146
115
167
_ 132
168
148 _
20R
165
ITO FTC
3P
34
27
51
60
68
54
85
67
163
81
120
94
137
108
154
121
171
135
1g"
40
32
60
48
81_
64_
95
75
308
85
122 _
_ 9fi _
_ 135
307 _
_ 149 _
-117
162
40 ft-
48°
24•
31
25
_
47
_
37
63
49
_ _ _
78
62 _
_ 94 _
74 _
_ 110
_87 _
_ 125
99
141
111
_ 157 _
_ 124 _
3i62 FP
26
20
38
30
51
40
64
51
77
61
90
71
103
81
115
91
128
101
3•
Ig.
32
25
65
--
36
---
54
43
63
50
72
57
81
64
90
71
71
100
100
79
79
_109
109
86 _
86
wrt+
cD•
x4•
37
_ -25
21
70_
r 16
_38
31
30
24
50
41
40
32
63
51
d9
40
72
62
57
49
ei
72
fid
57
90
82
65
92
73
103
81
37M FT+
TOTAL
MAx
MAX
2 FRAMES
LATERAL
IPLIFT
3 FRAMES
LATE Al
UPLIFT
S FRAMES
UPLIFT
5 FRAMES
LATERAL
UPLIFT
6-
LA70M
UPLIFT
7 FRRM65
LATERAL
UP13Fr
LATERAL
UNIFf
r rrwio
wiFPAL
UNIFT
a",.w°o
LATBU1
Un1FT
FRONT
AREA
UNIT
HEIGHr
STAND
HEIGHT
(P50
(Ro
(PN)
(pd)
(Ps)
(Aa)
(w)
(Ps/)
(PQ
w
(PQ
L-O
(PMn
(P�
(P1)
(D�
(OEV
Iwo
ARG
16'
250
250
197
I
197
250
197
250
197
250
197
250
197
250 _
197
250
_ 197 _
4ftl
24•
24°
250
_197
197
250_
ISO
117
_
250
_
197
-250_
_ 197
250
_197_
250
_197
Sm Fr'
3V
250
_
197
_250
250
_197
197
250
_197
197
_250
250
_197
197
250
_
197
250
197
250
147
ISO
197
250
197
1r
246
194
250
250
197_
197
197
ISO __
197
250
197
_250
_197
6 @'
28'
1.
194
_
250
_197
250-
197
_250
250
I 197
_250
250
197
-250_
250
_197
197
_ 250
197
_250_
_397 _
250
197_
11.15 R•
30-
_246
214
159
250
_397
197
250
197
250
197
250
197
250
197
250
197
250
197
150
197
is-
192
250
250
197
250
197
250
197
ISO
1D7
250
197
250
_197
250
197
on-
32"
24•
192
__151
151
250
_197
197
250
197
_
250
197
250
197
250
197
250_
_
_197 _
IS
_ _397
250_'_
197
1338 Fr.
3V
161
_
127
242
191
250
197
250
1 197
_ _
250
_ _
197
250
_ _
197
250
177
250
197
250
197
18•
1fi0
250_
197
250
197
197
250
197
250
197
2so _
197
250_
__397
1D R+
w
24•
158
_12fi
125
237
187
_250
250
_197
197_
_250
250
_
197
250
197 _
_
250 _
197
_ _250_
_397
_250
197 _
w.e6 FT+
30'
129
_ _
102
194
_
153
250
197
_250
250
_397 _
197
250
197
250
197
250
197
250
197
250
197
18'
133
305
250
197
250
197
250
197
250
197
250
197
250
197
250
197
250 _
197
12 ftl
36,
24'
131
104_
197_
I56
250
250
197
250
3_97_
250
197
250
197
_250
197
250 _
197
17.83 Fr-
30•
308
_
85
161
127
--
215
_197
17D
250
197
250
197
250
197
250
197
250
197
250
197
18'
100
79
189
149
236
186_
197
250
197
250
197
_250
_ 117
250
197
250
197
16 ftM
36'
24'
99
_
78
148
117
197
_
1-6
__25_0_
246
195
250
197
250
197
250
-- ---
197
-.. _
250 _ .
197 .
250
. 50
197
-
23.78 FT+
30"
--- -
81
----
64
- ---
121
- -
96
161
-
127
-
202
--
159
242
_
191
250
197
250
197
250
197
250
197
IB'
80
63
152
120
203
160
197
250
197
2_50_
250
197
250
197
IS
197
2D IH
36'
2T
79
62
118
93
158
125
_250
197
_
156
237
_
187
250
_397 _
197
250
197
250
197
250
197
m.n FP
30'
65
51
97
76
129
162
161
.. __.. .
127
194
153
226
178
250
197
250
197
250
197
53
121
96
162
128
156
226
179
"0
197
250
197
_ 197
_250
197
25 ft.
4"
24'
63
50
94
74
126
99
_198
157
124
_ _
189
149
_
220
174
_
250
_
197
_250
250
197
ISO
197
31.58 Fr2
30'
51
41
77
61
103
81
129
102
154
122
ISO
142
206
163
232
183
250
197
11
18•
58
46
102
80
132
104
154
121
176
139
198
156
220
173
242
191.
250
197
30 Rr
48'
29'
42
79_
62_
105
83
131
158
125
184
165
210_
237
_387
_250_
197
33.44 FT-
__53 _
43
34
_
65
_
51
86
68
108
_104 _
85
_
129
_;25
.
102
_
151
_
119
172
_ _366
136
19d
153
215
170
1B'
46
36
76
60
102
80
120
75
136
109
155
122
177.
136
189
149
207
163
mft,
4V
2V
39
31
59
47
79
62
99
78
118
93
138
109_
158
125
177
140 _
197
- 156_
3S67FT'
30'
32
25
48
38
65
51
81
64
97
76
113
89
129
102
145
115
161
127
Ir
38
58
46
70
55
82
65
93_
74
105
83
117 _
_ _9_2_
_ 128
101
140 _
„ 111
SD Ri
6M
1.
_
32
_ _-
25
47
37
63
50
79
62
93
_
74
_
105
83
117
92
128
101
240
__311
31.90 FT+
3V
26
20
39
_
31
52
41
65
51
78
61
90
71
103
82
I16
92
129
]02
DESIGN SCHEDULE NOTES
1. DESIGN SCHEDULE GIVES MAXIMUM
ALLOWABLE LATERAL @ UPLIFT WIND LOADS
FOR EACH COMBINATION OF TOTAL UNIT
FRONTAL AREA, TOP AREA, STAND HEIGHT,
AND NUMBER OF POST FRAMES PER STAND.
2. "TOTAL FRONT AREA" IS TOTAL
FRONTAL AREA OF UNIT FACE PARALLEL TO
I -BEAM RAIL ( = TOTAL OF UNIT HEIGHT x UNIT
WIDTH FOR ALL UNITS ON SINGLE STAND), AS
DEPICTED HEREIN.
3. "MAX UNIT HEIGHT" GIVEN IN
SCHEDULE SHALL NOT BE EXCEEDED.
4. 'STAND HEIGHT IS AS DEPICTED
HEREIN.
S. "FRAMES HERE DENOTES
ASSEMBLAGE OF 2 POSTS WITH A CROSSBAR.
6. "MAX TOP AREA" IS TOTAL TOP AREA
OF ALL UNITS ON A SINGLE STAND.
REACTION SCHEDULE
7. EACH UNIT SHALL RAVE A MAXIMUM
WEIGHT OF 450 LBS.
8. SPACING BETWEEN UNITS MAY VARY
(UNLIMITED).
9. REFERENCE ANCHOR SCHEDULE FOR
ALLOWABLE ANCHORS AND INSTALLATION
CRITERIA
10. UNITS SHALL BE ATTACHED TO I -BEAMS
PER 'UNIT CONNECTION' DETAILS. NUMBER OF
CONNECTIONS'Nmnn" SHALL BE AS FOLLOWS:
TOTAL AREA < 20 SO FT:
Nmnn =NUMBER OF FRAMES + 1
TOTAL AREA 20 SQ FT OR MORE:
Nmnn = NUMBER OF FRAMES + 2
NOTE: WHERE MORE THAN (4) CLIPPED UNIT
CONNECTIONS (DTL 4/3, 5/3) ARE REQUIRED
PER UNIT, ADDITIONAL CONNECTIONS SHALL
BE STRAPS (DTL 6/3) OR DIRECT (DTL 7/3).
STANDARD"SYSTEM
'HEAVY°SYSTEM
REACTION
REACTION
REACTION
REACTION
REACTION
REACTION
ATBASEAT
BASE
AT BASE
AT BASE
AT BASE
AT BASE
Rx
Ry
M.-XRx
RY
M.baseIt
403 LB
652 LB
4.3 K-IN
508 LB
820 IB
5.5 K•IN313
LB
635 LB
4.3 K-IN
394 LB
75018
55 K•IN256
LB
635 LB
4.3 K-IN
373 LB
772 LB
55 K-IN
11
Rx
Ryl M.base
"MAX UNIT HT"
"TOP AREA" AS NOTED IN
AS NOTED IN
DESIGN SCHEDULE
DESIGN SCHED
= SUM OF (WIDTH x DEPTH)
_
OF ALL UNITS ON SINGLE
STAND
Elmo
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raya,>e><sTa�
'TOTAL FRONT 0
AREA" AS NOTED IN ���� ����� M
DESIGN SCHEDULE ru y
= SUM OF (WIDTH
x HEIGHT) OF ALL z o <
UNITS ON SINGLE °o
STAND ¢ rc
nzoo�u.
NUMBER OF FRAMES
AS NOTED IN
DESIGN SCHEDULE Z "
U V
UNIT SIZES & CONFIGURATION
n 00 (FOR USE WITH DESIGN SCHEDULES) ¢ IL
ja-
�.Q
2 SCALE: N.T.S. ISOMETRIC LL o
0
REFER TO DESIGN t n
SCHEDULE FOR pItC7't;JCI' P� lLS*.� SEAL DRA'MNG NUMBER
ALLOWABLE WIND cswmply:-,witnUeF-crida MILTOt CUBAS FNL.13001
LOADS AND OTHER {Z71Sldiag t_.ct�• � ,v +
DESIGN CRITERIA ACGc=1'-�ND. I, ,Di1�i.f/Q •,.,i
SHEET
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a�---'��cGnmiT
Mianu Dace PTorLlct m51902
MIN (4) VIBRATION
ISOLATOR PADS
PER UNIT, TO BE
PROVIDED BY
CONTRACTOR
RAIL
j —4"xlW'x14ga (0.07" MIN.) j
ASTM A653 GROW CLIPS
(1%7 MIN LONG) t
(Fly = 33 ksl. MIN.)
(4) #14 SMS PER CLIP
TO UNIT FRAMING
(20ga MIN STEEL)
D UNIT MAY
I. I. OVERHANG
RAIL (12" MAX MIN (4) VIBRATION
EACH SIDE) ISOLATOR PADS
4) #14 SMS PER CLIP TO RAIL
TYPICAL CONNECTION:
REF DESIGN SCHED NOTES
FOR REQ'D NUMBER OF
CONNECTIONS"Nmnn"
- MINIMUM (4) PER UNIT -
n CLIPPED UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
ANCHOR SCHEDULE
TO CONCRETE (MIN 2,000 PSI)
A. Us- POWERS FASTENING INNOVATI
WEDGE-BOLT+
31/Z" MIN EMBED
4 1- MIN EDGE DISTANCE
TO WOOD HOST STRUCTURE
B. %" LAG SCREW
3%/ MIN THREAD PENETRATION
TO STEEL (MIN 1/4" THICK)
C. %-16 SELF -THREADING METAL
SCREWS (SAE GRADE 5)
WITH 1" DIAM WASHER
STEEL SUBSTRATE MIN.
Fu = 58 W1.
Fy = 36 Lai.
1 1
1 j
ISOMETRIC VIEW
—3"0"4.093" MIN
6063-T6 ALUM CLIP
(2W MIN LONG)
(4) #14 SMS PER CLIP
TO UNIT FRAMING
(20ga MIN STEEL)
UNIT MAY
OVERHANG
RAIL (12" MAX
EACH SIDE)
PER UNIT, TO BE
PROVIDED BY L (4) #14 SMS PER CLIP TO RAIL
CONTRACTOR
TYPICAL CONNECTION:
RAIL (I BEAM) REF DESIGN SCHED NOTES
FOR REQ'D NUMBER OF
CONNECTIONS"Nmnn"
MINIMUM (4) PER UNIT -
n CLIPPED UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
ANCHOR NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONS, & LOCATED PER
BASEPLATE COMPONENT DETAIL(S).
2. ENSURE MINIMUM EMBEDMENT, EDGE DISTANCE, &
SPACING FOR ALL ANCHORS ARE IN ACCORDANCE WITH
ANCHOR SCHEDULE.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES
SHEATHING, UNDERLAYMENT, INSULATION, AND OTHER
ROOFING MATERIALS.
4. MINIMUM 3/4" EDGE DISTANCE IS CONSIDERED IN
DESIGN FOR ALL ANCHORS TO WOOD HOST STRUCTURE (i.e.
ANCHOR SHALL BE LOCATED IN CENTER OF TRUSS/RAFTER
WHERE FASTENED TO NARROW FACE OF NOMINAL 2x LUMBER).
S. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE"
WITH G=0.55 OR GREATER SPECIFIC GRAVITY (a DENSITY).
6. WHERE HOST STRUCTURE IS WOOD FRAMING,
EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,
NOT INTO PLYWOOD (U.N.O.).
7. SELF -TAPPING OR SELF -THREADING METAL SCREWS
SHALL BE INSTALLED WITH FULL THREAD ENGAGEMENT INTO
METAL HOST STRUCTURE AND MAY HAVE A FLAT HEAD, PAN
HEAD, TRUSS HEAD, OR OTHER HEAD STYLES.
8. FASTENERS THAT INCORPORATE MACHINE SCREWS
SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN
BASE ANCHOR AND MAY HAVE ANY HEAD STYLE, UNLESS
INDICATED OTHERWISE BY MFR.
j/
1" x 229a (0.030') MIN
GALV STEEL STRAP
/
(ASTM A653 GRADE 33)
(FLY = 33 ksl. MIN.)
(4) #14 SMS EACH
STRAP END TO
UNDERSIDE OF
RAIL TOP FLANGE
(MIN 3 STRAPS
PER UNIT)
-MIN (4) VIBRATION
ISOLATOR PADS
(4) #14 SMS EACH STRAP
PER UNIT, TO BE
END TO UNDERSIDE OF
PROVIDED BY
RAIL BOTTOM FLANGE
CONTRACTOR
(MIN 2 STRAPS PER UNIT)
RAIL (I -BEAM)
TYPICAL CONNECTION:
REF DESIGN SCHED NOTES
FOR REQ'D NUMBER OF
CONNECTIONS "Nmnn"
- MINIMUM (4) PER UNIT -
STRAPPED UNIT CONNECTION
3 SCALE: N.T.S. VERT SECTION
ALTERNATE: (2) ANCHORS PER BASEPLATE
FOR INSTALLATION TO WOOD RAFTERS
- REF ANCHOR SCHED FOR OPTIONS
THIS INSTALLATION OPTION SHALL
BE LIMITED TO THE FOLLOWING:
• 12 SQ FT MAX TOTAL AREA
• (3) FRAMES MIN
• 24" MAX STAND HT
• MAX ALLOWABLE DESIGN PRESSURES:
•• "STANDARD" SYSTEM : 106.4 PSF LATERAL / 51.5 PSF UPLIFT
•• "HEAVY" SYSTEM : 108.0 PSF LATERAL / 52.2 PSF UPLIFT
ALT: DIRECT RAFTER/JOIST
n BASEPLATE ANCHORAGE
3 SCALE: N.T.S. ISOMETRIC
/ TYPICAL CONNECTION:
TIFF DESIGN SCHED NOTES
FOR REQ'O NUMBER OF
CONNECTIONS "Nmnn"
MINIMUM (4) PER UNIT -
YOVERHANGLATOR
;MIN (4)
L "�T
PADS
RAIL (12" MAX EACH SIDE)
PER UNIT, TO BE
WHERE ACCESSIBLE, FASTEN UNIT
PROVIDED BY
FRAMING DIRECTLY TO RAIL W/ (2)
CONTRACTOR
1/e-20 BOLTS WITH NUT & WASHER
ASTM F436 THK 0.0713. & oo.475" MIN.
RAIL (I -BEAM)
(STEEL LAMINATE UNIT 14 ga MIN.
IN THE CONNECTION FACILITY)
n DIRECT UNIT CONNECTION
3 SCALE: N.T.S.
VERT SECTION
POST
BASEPLATE-
ROOF DECKING
EXISTING RAFTER
OR JOIST (WOOD,
STEEL, ETC.)
CONNECTPLATES
TO SANDWICH
ROOF JOIST WITH
(4) 3/a" THREADED
RODS PER POST
WITH NUTS &
WASHERS
5"x5WV ALUMINUM
PLATE BELOW JOIST
ALT: SUB-RAFTER/SUB-JOIST
n BASEPLATE ANCHORAGE
3 SCALE: N.T.S. VERT SECTION
FRODUCI R33VISSD
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DRONING NUMBER
FNL.13001
SHEET
L-J