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o . .�. , , _ <br /> , <br /> . . ... .� <br /> STRUCTURAL NOTES <br /> � ' - Al1 work to be done in accordance with the Uniform Building Code and the Minnesota <br /> ''' Building code - latest editions. <br /> ��L � m - All work to be done by knowledgeable accomplished craftsman in accordance with <br /> ` � `� ' accepted practices of construction. <br /> � S��N4 h�'��f�1�-81,ND'�r+k`'iTi'r+4 �Z ' - Contractor shall verify all discrepancies between architectural and structural <br /> � �. Zh"o.c.. Nht�-FD �auJN �r+To Cp,1�T1Lti1QZ�� RA�IP.�. � <br /> 2x�z ��c.�r+c. �-'GANT�.GVELtD .r�S,s ��t.q�s ��S�4N� drawings before proceeding. <br /> � TCLUSS� FR�t�'16s _ g� -�u�s S��pU.g�:. - - � -- - Design live loads : Roof = q-�psf + drifting, Floors = 4-ppsf <br /> � � _ � ; - Contractor shall provide all necessary temporary bracing and shoring as .required <br /> � � until the structure is complete. <br /> -. i - All dimensions to be verified by contractor before beginning construction. <br /> p �� �,, - All masonry shall be fm= 2000 psi at 28 days and shall be laid up in running bond. <br /> 2k l'L � 2xiz8��wr�4.�- \ Use type 'M' mortar below grade and type 'S' mortar above grade. Type 'N' mortar . <br /> � S�APTCTLS '.'r`t"OG NNo�R � ' � <br /> ,��� M�h� Stt�ws _ � may be used in interior non-bearing walls above grade. Use portland cement �not <br /> �Q-� � masonry cement) in mortars. "Dur-O-Wal" or equal is recommended in every third block <br /> �7G-:F(ppTt(Z _ � i � joint (24"o.c. ) for a crack free basement. Grout top two courses of block cores <br /> ��1 , � � _ under posts and beam bearing unless noted otherwise. <br /> _ ; , _ � �i Ni_ Protect all concrete and masonry from freezing. <br /> . � � Concrete shall be f'- 3000psi at 28 days unless noted otherwise. Use 6� air entrainment <br /> r � � C <br /> � � -T'�usstS Aa�x�„_�T `p' in concrete poured in freezing weather or concrete poured in warm weather but will <br /> — � � � rsu PPOR.T+�D OH v I � <br /> ;� � �i.q �� � 4��,s 6i.oc�:-- � ; 4 ! be exposed to freezing temperatures . <br /> : `� _ _ �:_ , . _ r� y�R�-�ti--�---•--- -- r -� - Core fill for block walls shall have z" max. sized aggregate and shall be f�= 3000psi <br /> ' '" �� 0 � • ; at 28 days. Concrete shall be "rodded" or vibrated to make sure it fills the full <br /> � ry � � ' height of the wall. Fill all cores of pilasters full height. <br /> � � t 0 _ .__, '_. - Reinforcing bars shall be deformed grade 60. Lap splice 48 diameters. _ <br /> _ -- - <br /> I 3 ._. i , ; ____-- g -- - ---- - - <br /> - F CQ � ' - Structural steel shall be A-36 �tube columns - Fy=46ksi . Welds shall be E70. Supplier <br /> I I • � N _ shall desi n all connections not detailed on the plan. <br /> t ' <br /> , _, ,. .- _ _ . _ <br /> �-� -' � . - Manufactured lumber beams �LVL) such as Micro=Lams or similar shall be 2800f. <br /> I '� <br /> i <br /> g -• � - Thoroughly spike together frcm both sides all built-up stud posts, headers, beams , <br /> and multiple trusses. Concentrated loads from posts, beams etc. shall be carried <br /> - � � down through roofs and floors to supports below by means of wood blocking��C <br /> . -'-�- - _ . —• <br /> ' . � <br /> -- - - - Blocking bearing area shall be at least equal to area of posts or beam <br /> . _ _ �S, � �'L�R- o'�lZ! bearing above. Headers, beams and posts shall be free of splits and large knots. <br /> . ' � _. - - - All wood exposed to weather, soil, exterior conrete and masonry shall be preservative <br /> J treated or decay resistent such as redwood or cedar. <br /> 11 � �I _ Headers and beams shall bear full width of supports unless noted otherwise. <br /> - �� � Roof and floor trusses and all bracing shall be designed, manufactured, and installed <br /> - �� — in accordance with the "Truss Plate Institute" . Design calculations shall be certified <br /> • q � by the manufacturers registered engineer. <br /> � 8 - Truss Joists and similar products shall be installed in accordance with instuctions <br /> . _ � � - - - and details available from the supplier. � <br /> ' � - Double joists_ under parallel partitions . � <br /> . � . <br /> • 4 � RICHARD E. ECKROAD INC. <br /> � 3 � CONSULTING ENGINEER <br /> � z 10130 36th Pi. N. <br /> � <br /> _ .._ p � ��. :. . ' � Plymouth, Minn. 55441 <br /> _ . _ _ _ � _ �. <br /> S �� r ._ ,._... .. ... __,...:.. -- <br /> C. 1 I D 1�l - F ... . _. . <br /> _. . . %`'=��-o„ , ` - , 43� � A�iot�tbA� ST, <br /> r��ti�NETpr��A , MN <br /> ,rr.'• �`•��,.,...,. • _ . -_ _ - 1 (��!-- � S 6�-z���J S S ` �}' <br />