3501 EVERETT AVE 2016-01-01 MF Import

� 157. Garegcs for lhe storage ot private pteasure cars 1G7. �etaiis should be provided on�rooi (floor) dia- should be des�gaed �ur;, mininmm 20f,�.podnd phragm connections that indicale how the whcel load. Section 2302 (b). shears are trans(erred to verticai shear�resisb ' 156. Live load si�ns are required. Section 2309. See � , ��G ciements. Connections should be justilied .......................................................................... � with slructural calculations for compliancc with 159. Glued•laminated lumber should be fabricated in ��owa6!e values. accordance with Section 2511 (f), 168, Nailing for gypsum board (lath, sheathing board) 160. Ailowable stress in glued�laminaled members used structurally on shear walls sltould be over 12 inches in deplh should consider a specified lo comply wilh Tabie No. 47•I. deptli reduclion factor. Sedion 2511 (d) 6. 1G9. Shear wails utilizing gypsum board Qath, sheath� . 161. Qolted connedions exposeA to Ihe weather are ing board) cannof be used lo resist loads im• limiled to 75 percent of lhe allowabie load posed by masonry or concrele walls. Footnote under protected conditions. U.0.0. Standard 1, T.ble No. 47•I. No. 25�17. 162. Anchora�e of concrete and masonry walls should 170. Hailin�s should be designed lo w;lhstand a 20 comply with Section 2313. (50) pound per foot horizonlal force. Tab!e No. 23•C. 3G3. Ply�vood grades shouid conform with Table No. Z��Q• lll. Ccilin� joists shoulA bc designed for lolal load 164 Justificalion is required that sufficient slope or of not Iess tlian 10 (20) pounds per squarc camber is availablc lo assurc adcquate roof tooL Table No. 23�C. dreina�c aftcr IonE time deflections. In lieu of 77p, Inlcrior partitions should bc juslifieA structurally this, roofs must be designed for possiblc pond- in�of water. Section 2305 (e). for strengih and dcllection criteria specified in , Seclion 1.312 (b). 165. DeWils on stressin� method and har�ware along — with justifyin�data are required on orestressed 173. .................................._........ ....... shouid comply . concmle work. This dala should be submitted with a specific IC00 research recommendation nnd approved prior to orderin� of materiai. or justifying Iest clata should be submitted in Nole that all tendons shuuld comply wdh Seo complianre with Section 106. tion 4303 (e) 3, for firrresistive purposes. 166. lYeiding data m details for sleel decking used as »�• Plans shcWd indicate that foundations exlend a diaphragm ,houl� be provided. Information below the frost line. should coTply witli a specific ICBO �esearch recommendation or tesl data submitied in 175. Provide contplete specificati:�n in con(ormance • compliance with Section 106. wilh tne desi�n tor....................._....._.............. Additional Cormctions: - � � �I . vi � -.r—i iA�..�1� P-1< < ij`p,,G ' _ `' i_.��'.�.i P.� f�r ' r i� r �. � � ,ir i -.{� ` C�'f �, i� ' / �.. ,r_.�� _ i. � �,. . ' i� -��-.. - " f: - ��7 ( �. ' - -- --= '�_� � ,.�, f , - � r� � � ��.,, �• t - ,.�:,�•� r � � � ��J'��r,.,�..,�� r i �I. I-�i�Yl�f- Ir. ^r�- � i r ' �. f.lY cN,..�J� l .lr I i7idA.� )�.. i .- ' . � � � c .�•_ i. . .�I. l � . , . . �.r � f_.' � I � -.' I :.i � " � .� �f.: � , .: c , _. �, I ,l These sheels am a part of tl�e plans and shall remain att.ched thercto. Corrections as above indicatcd H�ill be complieA xith. Reclircked and/lpproved ...........................................................................(Sign Here) ..........,.................................................................. � (S�snalum of Owner or Applicanp Date........................................:................................. � Checkecl by................................................................... • Date ........................................................................................ Shcet No.6 of 6 Shcels