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<br />.- ARCHITECT
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<br />MPLS., MN 55406
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<br />t , STRUCTURAL ENGINEER:
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<br />l - t G o� �. DAVID B. MORRIS, P.A.
<br />6340 TICQNDERQGA TRAIL
<br />EDEN PRAIRIE, MN 55346
<br />OFFICE: 952-934-0351
<br />� '' _ ; --r c r ? ? MOBILE: 352-457-1484
<br />!� #, EMAIL:
<br />t93 Jn DAVEMORRISPE@GMAIL.CQM
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<br />I HEREBY CERTIFY THAT THIS
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<br />MY DIRECT SUPERVISION AND
<br />t WINDOW FALL PROTECTION SHALL BE
<br />' � � ti THAT 1 AMA DULY REGISTERED
<br />PRO JIDED 1\l ACCORDANCE WITH IRC � `� - � � z PROFESSIONAL ENGINEER UNDER
<br />2.1 AND 3'12.2.2. �'-/t ICAC � � t1., ` THE LAWS OF THE
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<br />STATE OF MINNESOTA. i
<br />,
<br />i
<br />NAME: DAVID B. MORRIS, P.E.
<br />t � � REGISTRATION NUMBER: 19148 j
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<br />._ _00 € _� DATE: FEBRUARY 26, 2018
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<br />t �€ ,,,�.GENERAL STRUCTURAL NOTES �� ( �DROOM WINDOWS I. FIRE O
<br />o L'6"I ° (.# _ t i to ` _ ' S SAA €�4AVS BUILDING CODE TREQUIRED
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<br />�, � �t�.� .�� � ity of Orono
<br />�NING tannin & Zonin P n Re �
<br />DESIGN LIVE LOADS � 4,4
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<br />ROOF: 35 PSF, BASED ON GROUND SNOW LOAD = 50 PSF. ite Plan Review Date:
<br />FLOOR: 40 PSF, — — —
<br />b -� -- PPROVED
<br />GARAGE: 40 PSF OR 3000# CONCENTRATED LOAD.
<br />APPROVED WITH REVISIONS (see notes)
<br />Reviewed for CQde� DENIED
<br />WIND: EXPOSURE B, 90 MPH BASIC WIND SPEED COMpiianOe City of pro
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<br />( DESIGN MATERIAL STRENGTHS Date tats, �iif 1 VJ�-N 1'
<br />,...,." STRUCTURAL STEEL SHAPES: ASTM A36.
<br />Reviewer
<br />€ _ „ REINFORCING STEEL: ASTM A615, GRADE B. p
<br />411
<br />t
<br />POURED CONCRETE: RECEIVED
<br />F°c = 3000 PSI AT 28 DAYS AT FOOTINGS.
<br />F°c = 4000 PSI AT 28 DAYS AT POURED WALLS AND SLABS ON GRADE. Z018
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<br />] j DIMENSIONAL LUMBER: SPRUCE PINE FIR NO. 1 OR BETTER,
<br />('% i ` € ! PRESSURE TREATED DIMENSIONAL LUMBER: SOUTHERN YELLOW PINE.
<br />€ .w € CITY OF ORONO
<br />LAMINATED VENEER LUMBER: E =200'0 KSI,Fb = 2950 PSI.
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<br />L-1 3 ti> FOUNDATIONS
<br />Ty I> 8 � FOOTINGS ARE DESIGNED FOR AN ALLOWABLE. PRESUMPTIVE SOIL BEARING PRESSURE = 2000 PSF IN
<br />tai 1 1
<br />CLASS #4.
<br />ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 8401.4.1. FOR MATERIALS
<br />CONTRACTOR SHALL VERIFY THAT SOILS AT BOTTOM OF FOOTING ELEVATIONS COMPLY WITH TABLE 8401.4.1
<br />rf CLASS #4. UNSUITABLE SOILS UNDER FOOTINGS OR SLABS ON GRADE SHALL BE BEHOVED DOWN TO
<br />SUITABLE UNDISTURBED NATIVE SOILS AND REPLACED WITH COMPACTED, GRANULAR, FREEDRAINJING FILL-
<br />[ { I
<br />j STEP FOOTINGS UNDER MECHANICAL LINES.
<br />t SEE DRAWINGS FOR FOOTING SEIZE, ELEVATION AND REINFORCING.
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