4005 COLBY AVE 2016-01-01 MF Import

, . . _ . 157. Garaecs tor the storare of private plcasure cars 267. Details should be provided on�rool (floor) tlia• " ! shoultl Ge dezi�ned �or a minimum 2WO�pound phraym connections that indicate how the � wheet load. Section 2302 (b). shears are lrans(erred to vertical shear�reslst- t56. Live load si�n, are requireJ. Section 2309. See � , 1nC elements. Connettions should be �uslified � ................................................................_........ � wifh stm[turel wltulations 1or cvmpliancc wilh � 159. GWeddamina.ed lumbcr should bc fabritated in allowable values. accorJance with Section 2511 (I). 168. Nailing for Eypsum 6oarA (lath, sheathing board) 1fiD. Allowabic stress in �lucddaminated members used slrutluraily on shcar walls should be � over 72 inches in clepth should consider a apecified la comply with Table tJo. 47-I. depth reduction tactor. Section 2511 (d) 6. 169. Shcar walls utilizing Eypsum board (lalh,sheath• � . 1G7. Bolted tonnec�ions exposed to the wcather arc ing Loard) cannot be used to resist loads im- limiled to 75 percent of the allowat�le Ioad posed by masonry or concrele w�lls. Footnote under protected conditions. U.B.C. StandarJ 1, Table No. 47�t. No. 25�17. � 162. hnchorage of concrete and masonry walls sboul0 370. Railings should be tlesigned to wi;hstand a 20 � comply nith Section 1313. (50) pounp per loot horizontal force. Table No. 23�C. 763. ' Piywood grades should conform with Table fJo. � 25�8. 771. Ceiling �� ,ts should be designed for total Ioad ' 164.I Justificalion is required that suf(icient slope or of nol less ihan 30 (20) pounds per square camber is avaiiabie to assure adequate roof fout. Tablc No. 23�C. draina�e afler long timc deflections. In lieu of ]7p, Interior artilions should be us this, roofs must be desi�ned tor possible pond- P j tified strocturally ing of water. Section 2305 (e). for slrength and de(lection criteria specitied in I Section 2312 (b). ]65. Detaiis on stressing method and hardware along . viRh justifyin�data are reqiiired on prestressetl 173. .........._................._..................... ehould eompiy . convele work. This data shouid be submitted wilh a specilic ICBO research recommendation and app�oved prior to ordering oi material. or juslifying te.t tlata shou'd be submiNed in Note fhzt ail tendons should compty with Sec- tion 4303 (c) 3, for fire�resistive purposes. cor�pilance with Section ]06. 166. Welding dzta or delails (or sleel decking us�d as »4• P�ans should inGicate that foundatione ezlend a diaphra�m should be provided. Iniormation below the lrost line. should comply with a specific IC80 researeh �, �ecommendation or test data submitted in 175. ProviJe complete sDecifiwtion in conformante • � compiiance with Section ]06. with the design for............................................ i Additional Correclions: � � � . t • ` . G i _ 'r�1�1 �: _1 ( �' ' ' 41 i i i ^ r-• � �� � ' 7 :� I i �"f;�. (',�7, � . � - R ).. �' Is �� •!�f'+� C i� �.C.. i,- -.1• f-!!vl ', ITp�� . . . , ' . . _�` � ' � i�'.... i ' '''�'�C_ .. .- , -. . _ , Tliese sherls ere a part u`4he plans and shall remain attached thereto. Corrections as above indiceted will be complied .vith. Recliecked and Appro�•ed.............................................:.............................�Sign Here)..........;.............................._ ................................... � � (SignaWro ol Owner or Applican�) . Dato........................................:................................. � Checked by.................................................._....._. � ................... ' Datc........._.....................................................................»...... Shcet No.6 oi G Shccls il _ .