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Installation Manual 802 

SunFrame™ Code-Compliant Planning and Assembly

Follow the six steps below to install SunFrame in com pli ance 
with the UBC 1997. Before proceeding, note the following:

•  This bulletin addresses only wind loads. Wind gener-

ally produces the max i mum load factor af fect ing an 
installation—however, verify that other local condi-
tions, such as snow loads and earth quake effects, do 
not exceed the wind loads. If any loading type does 
exceed wind loads, give precedence to that factor and 
consult a local professional engineer or your local 
building authority.

•  The roof on which the SolarMount will be installed 

must be capable of withstanding the design dead load 
and design live load per footing, listed in Table 2 on 
page 7.

1.  Determine basic wind speed at your in stal la tion site.

For the United States, see the UBC  chart, “Minimum Basic 
Wind Speeds in Miles per Hour,” reproduced below.

If you need clarifi cations or further assistance or if your instal-
lation is outside the United States, consult a local professional 
engineer or your local building authority.

Figure 2. 

Minimum Basic Wind Speeds. Reproduced from UBC 1997, Vol. 2, Structural Engineering Design Provisions, 

Chap. 16, Div. III, Wind Design, Fig. 16.1, “Min i mum Basic Wind Speeds in Miles per Hour,”  p. 36. The 2001 California 
Building code refers to the same map.

2.  Determine exposure category of your in stal la tion site.

The UBC*  defi nes wind exposure categories as follows:

exposure b

  has terrain with buildings, forests or 

surface irregularities, covering at least 20 percent of the 
ground level area extending 1 mile (1.61 km) or more 
from the site.

exposure c

  has terrain that is fl at and gen er al ly open 

extending ½ mile (0.81 km) or more from the site in any 
quadrant.

exposure d

 represents the most severe exposure in 

areas with basic wind speeds of 80 miles per hour (mph) 
(129 km/h) or greater and has terrain that is fl at and 
un ob struct ed facing large bodies of water over 1 mile 
(1.61 km) in width relative to any quadrant of the build-
ing site. Exposure D extends inland from the shoreline ¼ 
mile (0.40 km) or 10 times the building height, which-
ever is greater.

Planning code-compliant SunFrame installations

* UBC 1997, Vol. 2, Structural Engineering Design Provisions, Chapter 

16, Div. III, Wind Design, p. 7. The 2001 California Building Code uses 
the same defi nitions.

Содержание SUNFRAME - INSTALLATION 802

Страница 1: ...splicing requirements 9 Material planning for rails and cap strips 11 Frequently asked questions about standoffs and roof variations 12 October 2003 Pub 031016 2ii 2003 by UniRac Inc All rights reser...

Страница 2: ...Page 2 Installation Manual 802 SunFrame Code Compliant Planning and Assembly...

Страница 3: ...t The term chalking applies to the powdery residue formed by the breakdown of the anodized finish It does not apply to any foreign residue deposited on the finish by the surrounding atmosphere includi...

Страница 4: ...tal screw No 4 x 1 2 Use 2 per end cap to secure end cap to rail 410 stainless steel with or without black oxide coating to match PV module frame 8 L foot Use to secure rails either through roo ng mat...

Страница 5: ...building authority Figure 2 Minimum Basic Wind Speeds Reproduced from UBC 1997 Vol 2 Structural Engineering Design Provisions Chap 16 Div III Wind Design Fig 16 1 Minimum Basic Wind Speeds in Miles p...

Страница 6: ...ng refers to the space between L feet or standoffs if used along the same SunFrame rail Fig 3 Foot spac ing may not exceed 48 inches For the rafter spacing at your installation consult Table 2 facing...

Страница 7: ...1 497 662 828 48 rafter foot spacing 116 497 745 NA NA AstroPower APi100 APi110 24 rafter foot spacing 33 194 291 387 484 32 rafter foot spacing 44 258 387 516 646 48 rafter foot spacing 66 387 581 77...

Страница 8: ...Module length see caption 3 4 1 1 2 Array length Roof peak 1 Laying out the installation area Always install SunFrame rails perpendicular to rafters These instructions assume typical rafters that run...

Страница 9: ...feet with respect to the lower edge of the roof as illustrated in Figures 5 and 6 Drill a 3 16 inch pilot hole through roof into the center of rafter at each L foot lag screw hole location Squirt weat...

Страница 10: ...sual appeal and material conservation see Material planning for rails and cap strips p 11 Slide the rst module into nal position at one end of the array Lay the remainging modules in the top row modul...

Страница 11: ...ents with one segment spliced into each of the rst two rails Similarly ve 192 inch cap strips are numbered V through Z All cap strip segments are cut at the midpoint between prepunched screw holes For...

Страница 12: ...ashings are described at www oatey com Your choice of sealant depends on roo ng material How do I attach SunFrame to a standing seam metal roof A good solution comes from Metal Roof Innovations Ltd MR...

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