2409 GRAND AVE 2016-01-01 MF Import

s -- . _ __-_ _�__� :s . - . . . . . . � - • :i • - - L-t' , . . . . . /... � ' -'�•c j a��'�-. �-r{ L- 157. Garages tor the sterage of privale pleasure cars 167. Details shoWd be provided on'roof (floor) dia• should be designed for a minimum 2000�pound phragm connections lhat indicate how the wheel Ioad. Section 2302 (b). shears arc t�ansferred �o vertical shear�resisb � 158. Live load signs are requircd. Seclion 2309. See � . (ng elements. Connections shouid be justified . .......................................................................... �. with structural calculations lor compliancc with allowable values.� � 159. Glued�laminated lumber should be (abricated in accordance with Section 2511 (1). 168. Nailin�;for gypsum boarA (lath, sheathing board) � 160. Allowa6le stress in �lued•laminated members used structurally on shear walls should be over 12 inches in depth should consider a specified to comply with Table No. 47�1. depth reduction factor. Section 2511 (d) 6. 169. Shear walls utilizing gypsum board (lath,sheath� . 161. Bolted connections exposed to the weather are ing board) cannot be used to resist loads im• limited to 75 percent of the allowa6le load posed by masonry or concrete walis. Footnote under protected conditions. U.B.C. Standard 1, Table No. 47•I. No. 25•17. 162. Anchorase of concrete and masonry walls should 170. Railings shoutd be designed to withstand a 20 comply vrith Section 2313. (50) pound per toot horizontal lorce. Tabie No. 23•C. 163. Plywood grades should conform with Table No. 25•B. 171. Ceiling joists should be designed for total load 164. Justi(ication is �equired that sulficient slope or o( not Iess lhan 10 (20) pounds per square camber is available to assure adequate roof fooL Tablc No. 23�C. drainage after iong time deflections. In lieu of 172. Interior partilions should be justi(ied slructurali this, roofs must be designed for possible pond� (or stren th and dcllection criteria s ecified in ing of water. Section 2305 (e). E p . Section 2312 (b). . 165. Details on stressing method and hardware along ' wilh justifyin�data are required on prestressed 173. .................................................... should comO�Y . concrete work. This data should be submiited with a speci(ic IC80 research retommendation and approved priur to orderin� of material. or juslifying test data shovid be submitted in � Note that all tendons should comply with Seo Compiiance with Section 106. �, lion 4303 (c) 3, tor firrresistive purposes. ' � 166. 1Yclding dzta or details for steei decking used as »4• P�ans should indicate that toundations e�Aend a diaphragm should be provided. Information below lhe frost line. . shovid comply with a specific ICBO research retommendation or :est data suhmiried in 175. Provide complete specitication in conformance � • � eompiiance with Section 106. with the design for............................................ � Additional Correctionr. . - � • . . � _'r' . . . . . . � � ' . � . . . . .� � � , �. R,�nF �tuai� �- i.��rr. �-, r iti�, � •� :-; .l�l�'�`��...,.� � 9 _ Rc� 2�,iC SPAr �" v.� �� A-C or 1 i� t T ii I�i >�- P, :�., - '•.L,�,_,,� � -_f� . r�`cK_ �i2�ar-t i i. �C i S �.. �.. r' � r�A i ��,. . . ' 1'.� .� ' . TYf- 4_ llC `�.-�,�;,• ii , ��.,.�e s�l�� r � � � c � �. -r � �oi -r._1 ' . „JZ�_yE,�. �-r��_la�C�.�F I i-'-n (C � i ��i rIY T' 1I"1 f'�� a t � c • . 1.L`:.i u-i � �,r-•P� � '.� �c, �i ll�l �_e , iy,»;(....`, ��f �,. �i . ,��-�: , � ' , � � . These sheels are a part of the pians and shall rcmain attached theretn. Gorrections as above indicated wiil be complied .vith. , iRechecked and Approved...........................................................................(Sign Here) ..........,................................................................... � � (Slgnelure o/Owner or ApO��an() � Date.......................................»................................. � Checked by..................................................................... � . ......... ��' Date........................................................................................ Shect No.G of G Sheels