BRES2015-0427 Structural CalcsSTRUCTURAL CALCULATIONSb"�
.
PROJECT:
'
STIR UCTURAL ENGINEERS, LLP
DESIGN ASSUMPTIONS:
CONCRETE STRENGTH AT TWENTY EIGHT DAYS:.PSI
MASONRY: GRADE "N" CONCRETE -BLOCK F M = /� PSI •`+ '' '
MORTAR:- TYPE S 1,800 PSI
Q�OFESSI'A
GROUT 2000 PSI t `• _, e M ,`4@0 YJ• HOS I�`y`,
REINFORCING STEEL: A-615 GRADE 40: #4 AND LESS (U.O.N.)
O� y
GRADE 60:. #5 AND LARGER d X38249 N
STRUCTURAL STEEL:, A-36 ,s r •. 331-� 7
LUMBER: DOUGLAS FIR=LARCH t ; CIV%%
0
JOISTS #2 s :..•k
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" :.BEAMS AND POSTS, , #2
• STUDS
STUD OR BETTER
f, r
t� 6�
SEISMIC FORCE: `SSS REPORT BY:
WIND FORCE: ��►^s 3 / REPORT NO.:: . SOIL PRESSURE:
DESIGN LOADS: r
ROOF DEAD LOAD .. ' , � - .,` ' • ' '� . - � ,`•
FLOOR DEAD LOAD ; t' WALL DEAD LOAD
SLOPING FLAT'
INTuEXT.
Q
�- • ,ROOFING +> —
FLOOR N� -� ���� INTERIOR 10 PSF
PLYWOOD, a• PLYW ODBDi� MNG & SAF -DEPT. EXTERIOR i 16 PSF
JOISTS JOISTS APPR O�� '
INSUL. & CLG. " INSUL. & CLGF R
OR CON "i R CTION
MISC. MISC.
TOTAL DATE r
,TOTAL = BY D �r
ROOF LIVE LOAD FLOOR LIVE•LOA FEB -�
SLOPING= 20.17 r-/ .• V 2016
FLAT= INTERIOR 40 PSF B
7C�. U C BALCONY y
.. 60 PSF (U.O.N.) _ 111///
EXIT LKWAY • 100 PSF '
These calculations are limited only to the items included herein, selected by 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 any way, or not accompanied by a
wet stamp and signature of the Engineer of Record.
Job No.
Designed By. r
t
Date
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