USER SPECIFIED INFORMATION |
| MANUFACTURER: |
|
| SERIES: |
|
| NOMINAL CAPACITY: |
TONS |
| MODEL #: |
|
| WEIGHT: |
LBS |
| LENGTH: |
IN |
| WIDTH: |
IN |
| HEIGHT: |
IN |
| DESIGN WIND SPEED: |
180 MPH |
| INSTALLATION SITE: |
XXXXXXXXXXXX |
QWIKPAD® AND ANCHORING
INSTALLATION METHOD LISTED BELOW WILL MEET THE INPUT
ULTIMATE DESIGN WIND SPEED FOR GIVEN UNIT SIZE AND WEIGHT
| MODEL: |
QT80XX - XX" QWIKPAD® |
| DRY WEIGHT: |
XXX LB |
| FILLED WEIGHT: |
XXX LB |
| PAD WIDTH: |
XX IN |
| PAD LENGTH: |
XX IN |
| PAD HEIGHT: |
X IN |
| GROUND ANCHORS REQ'D: |
YES/NO |
QTY: |
XXX |
| (PART #: |
QTXXXX) |
| CONCRETE ANCHORS REQ'D: |
YES/NO |
QTY: |
XXX |
| (PART #: |
QTXXXX) |
|
| qz = 0.00256 ⋅ Kz ⋅ Kzt ⋅ Kd ⋅ Ke ⋅ V2 |
(Eq. 26.10-1) |
| F = qz ⋅ G ⋅ Cf ⋅ Af |
(Eq. 29.4-1) |
| Kz = 0.85 |
(Table 26.10-1) |
G = 0.85 |
(Sec. 26.11) |
| Kzt = 1.0 |
(SEC. 26.8.2) |
Cf = 1.3 |
(Fig. 29.4-1) |
| Kd = 0.85 |
|
| Ke= 1.00 |
|
| NOTES: |
|
| 1. |
LOAD COMBINATION ASD PER 2.4.1 ASCE 7-16 (0.6 X DEAD + 0.6 X WIND) |
| 2. |
DESIGN IS BASED ON SECTION 29.4 OF ASCE 7-16 "DESIGN WIND LOADS: OTHER STRUCTURES" |
| 3. |
WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-16 FIGURE 29.4-1 |
|
INSTALLATION INSTRUCTIONS
REQ'D INSTALLATION TOOLS: DRILL WITH 5/16" HEX DRIVE, 7/16" WRENCH, 3/4" WRENCH
- PLACE PAD ON LEVEL COMPACTED GROUND IN DESIRED LOCATION
- SCREW X (QTY) SOIL ANCHORS THROUGH PAD INTO GROUND. (FOR INSTALLATIONS REQUIRING 2 ANCHORS, INSTALL ON OPPOSITE SIDES)
- FILL PAD WITH TAP WATER USING GARDEN HOSE OR OTHER PREFERRED METHOD
- PLACE EQUIPMENT ONTO THE PAD AND CENTER IT
- INSTALL EQUIPMENT MOUNTING BRACKET ASSEMBLIES (4 X INCLUDED). USE 1 ASSEMBLY PER EACH SIDE OR 2 BRACKETS EACH ON 2 OPPOSTIE SIES.
- INSERT CARRIAGE BOLT ASSEMBLIES INTO DESIRED SLOTS
- SLIDE ASSEMBLIES AGAINST UNIT
- TIGHTEN HEX NUTS ON BRACKET ASSEMBLIES UNTIL SNUG
