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357. Garages tor thc storoge of �irivate plcasure cars <br />shou�d be desi�ned for a minimum 2000�pound <br />wheel load. Section ^302 (b). � <br />158. Livc load siens are required. Seclion 2309. See <br />.......................... ............................................... <br />759. Glueddaminated lumber should be fabricaf:d in <br />atcordance with Section 2511 (f). <br />160. Allowablr s'ress in �;Wed•laminated mem6crs <br />ovcr 12 inches in deplh cliould considcr a <br />depth reduction factoc Section 7.5] 1(d) 6. <br />161. Qoited connections exposed to the weather are <br />IimitcA to 75 percent of lh2 allowablc load <br />under protected condilions. U.B.C. StanJard <br />No. 25�17. <br />162. I Anchorage of concrete and masonry walls sliould <br />comply with Section 2313. <br />163. Plywood grades should conform with Tablc No. <br />25•6. <br />164. Justificafion is rc4uired that sufficicnt slopc or <br />cambcr is availablc lo assurc adequatc roof <br />draina�e attcr long timc deflections. In lieu of <br />ihis, roofs must be designed for possible pond� <br />iny of water. Section ?305 !e). <br />165. Delails on stressing mMhod anA hardware alon� <br />with justifying data are required on,preslressed <br />co�crch work. This data should bc submitted <br />anA approved p,ior to ordcrin�; of inetcrial. <br />Note ihal ail tendons should comply with Sec <br />tion A303 (c) 3, for firo-resistive purposes. <br />I66. We�Aing data or details lor stec� detkin� used as <br />� a diaphra�m shoWd be provided. In(Onnation <br />shoWd comply with a specific IC00 research <br />recommendalion or test dafa submilted in <br />compliancc with Section ]06. <br />Additional Corrections: <br />These shects are a part of thc pians and shall remain ittacheA therelo. <br />� J <br />167. DeWils should bc provided on roof (floor) dia•• <br />phragm �connections that indicate how the <br />shears arc transfcrred to vertical shcar�resist- <br />, ing clen;ents. Connalions shoulA bc justified <br />with strucWrai calculations tor compliancc with <br />. allowable valucs. <br />168. Nailing tor @ypsum board (lath, sheathing board) <br />used slructurally on shear walls should be <br />specified to comply with Table No. q7�1. <br />1G9. Shcar wa{Is utilizing gypsum board (lalh, sheath <br />ing board) cannot bc used to resist loads im� <br />posed by masonry or concrete walls. fbolnotc <br />1. Tablc No. 47�1. <br />170. R.^.iiings shoWd bc desiGned to withstand a 20 <br />(50) pound per fool horizontal force. Table <br />No. 23•C. <br />171. Ceilin� joists should be designed for lotal load <br />o( not Icss Ihan 10 (20) pounds per squarc <br />fout. Tablc No. 23�C. <br />172, Inlerior partitions should be justified strucWraily <br />for strength and de(leclion criteria specified in <br />Section 2917_ (b). <br />173. ....._ ............................................. should comply <br />with a specitic ICQO research recommendatior. <br />or juslifying lest data should be suUmitted in <br />wmpliancc wilh Section ]06. <br />174, Plans shouid indicale that foundaliors ezlenA <br />beiow the (rost line. <br />Provide complete specification in con(ormance <br />wilh the design for ..........._ ............................... <br />C�;rections as above indiwled will be complied wilh. <br />Reclieckedand 1lpproveA ...........................................................................(Sign Here) ........................................---.................................. <br />' (SiCnaWre of Owner or n��ueaou <br />Dalc.......................................................................... <br />Checkcd by.. <br />Uatc........................._....._......_. <br />Shect �do. G of G Shccls <br />