BRES2015-0427 Revision 1 Structural Calcs'STRUCTURAL CALCULATIONS
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DESIGN ASSUMPTIONS: 4 ` * STRUCTURAL ENGINEERS, L P
CONCRETE STRENGTH AT TWENTY. EIGHT DAYS PSI
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MASONRY: • GRADE "N" CONCRETE BLOCK•F ' M =""Psi"- `
MORTAR: TYPES , _ 1,800 PSFESS
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GROUT: 2000 PSI ` a ; ''v - . , �5p W. it ��y
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REINFORCINGRSTEEL: A-615 _ , GRADE 40:. #4 AND LESS (U.O.N)
` I +.'GRADE 60 45 AND LARGER F�M 38248 N
STRUCTURAL STEEL 36
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LUMBER: DOUGLAS FIR -LARCH �, � •-�• �'" ' ' CIV,
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'-JolSTS ' ' : #2 Mi'. CITY OF::LA QlJ " w
BEAMS AND POSTS #' .#2 '' t , BUI//L��DING,&p' SAFEVE D '
STUDS STUD OR BETTERi . P-ih:P R !/
,S ; �. FOR CONST UCTION•
'SEISMIC FORCE: f�S REPORT BY: `
WIND FORCE: !'y^i a % , s DATE L( B
� REPORT NO t RE:-
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DESIGN LOADS:1-4
`� ♦ • .
ROOF DEAD LOAD
*, -�+' =.FLOOR DEAD LOAD', • �.'° .: ,,• -'WALL DEAD LOAD
. „ SLOPING FLAT 3 _ • / INT. EXT..
ROOFING - ', r a` FLOORING . <} , V ' --INTERIOR • , l0 PSF 4
PLYWOOD :.' PLYWOOD t #♦` , EXTERIOR
JOISTS' r _ t 16 PSF, t
`f, ,. •� JOISTS 7
INSUL. & CLG. ,.• ,� ? , "; INSUL. &CLG. .
misc. . L ,. Mlsc. t� ��
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TOTAL = eCJ/O.
1.: - ,TOTAL: - `` .,^• � `• .
ROOF LIVE LOAD :' • ' �~� FLOOR LIVE LOA '` ,'; APR 2'9 ZQjs
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SLOPING = ' 20'� " " r`
-f x INTERIOR I� j 40 PSF .CITY OF LA QUINTA i
FLAT= °�i�eU PC -f ,.'r rt -'BALCONY';, 60 PSF(U.O.N.) COMMUNITY DEVELOPMENT
` U i. : r F , . EXIT IAi LKWAY f r 100 PSF w
{ �>x r r
These calculations are limited only to the items included herein; selec#ed ey the client and do not imply approval of any
other portion of the structure by this office. These'calculations are not valid^if altered in anyway, or not accompanied by a
wet stamp and signature of the Engineer of Record
Job- No..,._Designed B :) +>' = ,
Y .� Date
San Diego A• 14288 Danielson Street, Suite 0'200, Poway,.CA 92064;•(858) 679-8989, Fax (858) 679.8959..+
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