HomeMy WebLinkAbout2811 ATADERO CT; ; 83-345; PermitDECLARATIONS
CONTRACTOII OWNERmUlLDER II in LENDER . WORKERS COMPENSATION 7- I I
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CONWAY & ASSOCIATES. iNc. II--,I
1-4 Civil Engineering Land Surveying Architectural Design I
1. Investigate the site ad determine what type of rcof structure
(ie.-truss, mnventional fram, etc.), mterial (ie.-tile, sMe,
ampsition, etc.) and floor type (concrete slab, d subfloor)
2. &amre span span
3. Refer to the Sed Calculation Table of Allowable Spans, pages 5-10. The infomtion required to use these tables are:
a.
b. Rmf mterial (tile or sMe-sh&e includes comp.
C.
d.
After entering the table with the 4 variables listed in 43 almve, ckose the allowable span
?Lpe of truss or mvmtional frm.
shingle and built-up)
Size of top cbrd or rafter
Spacing of truss or rafter
4.
Truss typ
mf type
Size
spacing
Allowable
span
5. If this allowable span is greater than the actual span of your mf, the Sulahnrt Unit my be installa at the unit lmation
stwm in +&e table.
If the allamble span is less than the actual w, the following cbices are available:
a.
b.
6.
If it is conventional fram, locate an interior baring partition & brace the unit per tbe details on sheets11h12
If it is a truss roof, see the tables on sheets 15 & 16 for
Stamlard Modifications to truss nofs. Another variable to
be included when using the truss nodification tables is the
distance from the ridge to the centerline of the Solahart
water tank. We have ism distances-. for 15" from the ridge,
use the table on page l5;for 3' from the ridge, use the
table on page 16. on skts 19-20.
Perform the difications per the d-s
7. If kickers are run to a dl sup~orted by a xcii subflmr,
refer to the Standard Calculation Tables of Allowable Floor
Spans, page 22. If the existing flmr structure is not
covered by this table, suhnit an as-built of the floor
structure bdicating psition of wall to an engineer for
dfication calculations.
Flax type
Joist span
396 N. Highway 101 Encinitas, CA 92024 TEL: (714) 753-1453
Page 3 of 24
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8. noth her pssibfiity is the Rack System.
installation of a rack OMT a conventional fran-e rcaf only.
xack is desired to )z installed over a truss rwf, suhnit an as-built
drawing to an Engineer for dfication.
installation detail and #8 for -lek rack and connection details and analysis.
If tbe roof system in question does not fall into any of the stove
categories, suhnit an as-built of the rwf structure and descrh lmation of Solahart Unit to an hgineer for wdification Calculations.
These standards cover the If a
See sheet 21 for zack
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9.
MOOaI FIGATIONS
BEARING WALL PARALLEL
TO SOLAHART UNlY -..
Bearing !a1 under any type
regardless of any size rredx~s