2703 OAKES AVE 2016-01-01 MF Import

.. . 1 • . • � '. . . . I 157. Garapes for the stora�e of private plcasurc cars 167. Dclails shoulA bc provided on'rool (Iloor) dia• I should be designed lor a minimum 2000�pounC phragm cc nnections that inAicale how the wheel toad. Section 2302 (b). shoars are iransfer�ed to vertical shear•resist� � , ' inC elements. Connections should be justifieA � l 158. Live load SiQns are requircd. Seclion 2309. See W��h struclural wlculations lor compliance wilh ; ........................... .............................................. ' allowa�le valucs. { 159. Glued•iaminatad lumbcr should be fabricated in accoNance with Section 2511 (1). 168. NailinC 1or gypsum boarA (lath, sheathing board) ! used structurally on shcar walls should be � . 160.I Allowabte stress in Clued�laminated members specilied ta comply with TaGle No. A7•I. over 12 inches in depth should consider a depth reduction tactor. Section 2511 (d) 6. 169. Sliear walls utilizin�gypsum Goard (lalh, sheath• � 161. B::ted connections ezposed to the wealher are ing board) cannot be used lo resist loads im� � limitei to 75 percent ot the allowable load posed by masonry or concrete walls. Foolnote under protected conditions. U.B.C. Standard 1, Table No. 47�1. No. 2!;•17. ' 162. I Anchora�;e o(concrete and masonry walls shoultl 170. Railings shou�d be designed to wilhstanA a 20 comply with Section 2313. (50) pound per foot liorizontal force. Table No. 23•C. 163. ' Plywood gredes should con(orm with Table No. Z5-B 171. Ceiling joists should be desiened lor totol load of not Icss lhan 10 (20) pounds per squarc 164. I Justitication is required that sufficient slope or fooL Table No. 23�4 _ camber is availahle to assure adequale roof dralnage atter long time detlections. In lieu of 172. Interior partitions should be justified slructurally this, roots must be designed tor possihle pond• for strength and dellection criteria specitied in ing of water. Section 2305 (e). Section 2312 (b). 165. Details on siressing method and hardware along 173 , should comply with justifying data are reQuired on prestressed •��-��-•�-��,��-��•-��-"•" ' concrele work. This data shculA be submitted with a spe,.ific ICBO research recommendation � and approved prior lo ordering of material. or �ustifying test data should be submitted in . No:^ that atl tendons should compiy H•ith See• comptiance with Section 106. tion A303 (c) 3, for liro-resistive purposes. _ 166. \'lelding data or de'ails tor sleel decking used as � »4• P�ans shouid inAicate that toundations extend a diaphregm should be provided. Information bciow the frost line. should comply w�!h a specific ICBO research 175. Provide compiete specification in conformance recommendation or test data su6mitted in �with the design for................. � compliance�vith Seclion 106. -""�� Addittonal Corrections: � � . . . � y �.,�1-�g\..�rL�-tc�Y t � iY SNA�.� E� �.-<< N K Fi2� �A(.�(� z Pi2 ��,n� �i2' PiT� c �r r-it-� S�� C'f��r-� Dr�A.1J it--i a � l z c.,P�:c1 � 3 I��zJV ��i- CAS� I(Z-'71`-` �-K! .n]��h� C � AI� �'1� /� 11...I C.\'-frl-1 ��151� �ii h � s � �,ti. r�'� �� , < < , � � nF -�r� , 1 — � n"t `Z- � �t � � PC i�-.1 ��(� �(t 'z-Cl�itG� `_t� h�L R � PRITEc'Y�1� P-..l AN APPftov� fl VAc 1 � `� P('�AY `'1� Ir 1 !�l 'l '�r-lc``- �.Jl-('{�I <c.�- �n•^, ?. ( Il' t P c 1 � , �� s F -' P- � �- "7 P - � P - �� .� �- ii . _ These sheets are a part of the plans and shall remain attached tliereto. Corrections as above indicated will be complied .vith. .............................................. Si n Hcre) ..........,.................................................................. Recl�ecked ard Approved ............................. � e . �sie�nwre oi owner or nra�icaml Dato...........—. ' ............ ... � Ct�ecked by.............................................................................. ......................._. ................. . � • � � � Date........................................................................................ Shcet No.G of G Shcels