3802 BROADWAY 2016-01-01 MF Import

. . _ . . . . . . :.- . _ �- - . . - 157, u'areEcs for the storage ot private p�casure cars 167. Details should be provided on'roof (floor) dia• � � should be designed for a minimum 2000�pound � phragm connections lhat indlcate how lhe � wheel load. Section 2302 (b). shoars are trensferred to verlical shear�resist� � l l 158. Live load sians are rcquired. Section 2309. See � , Ing ctements. Connections should be justihed .......................................................................... � with structu�al caiculrtions lor compliancc with ; 159. GWcd�laminated lumbcr should bc tabricatcd in allowablc valucs. ( accordance with Section 2511 (f). 168. Nailin�for gypsum boattt (lath, sheathing board) � 160. I Allowable sVess in �lucd-Iaminated members used sirucWrally on shear wails should be over 12 inches in depth should tonsider a specified to comply wilh Table Na. 47�1. 1 depth reduction factor. Section 2511 (d) 6. � 169. SheTr walls ulilizing�ypsum board (lalli, sheath• . 161. Bolled connections exposed to the wealher are ing board) cannot be used lo resist loads im� limiled la 75 percent of the allowable IoaA posed by masonry or wncrete walls. Footnote under protected conditions. U.B.4 Standard 1, Tabte No. 47�1. No. 25•17. 162. Anchora�e of concrete and masonry walls should 170. Railings should be designed to wilhstand a 20 � comply wilh Section 2313. (50) pound per foot horizontal force. Table No. 23•C. 163. ' Flywood Grades siioulC conform with Tabie No. 25�6. 171. Ceilins joists should 6e desiened for total load 164. Justifiwlion is required that suf(icicnt slepe �� of not less lhan 10 (201 pounds per squarn camber is available.to assure adequate roof foot. Table No. 23-C. drainaye after IonC time detlections. In lieu of �7p, Interior partitions should be justified slructvrauy � this, roofs must be desiCned (or possible pond• tor streneth and detlection criteria specified in ing cl watcr. Section 2305 (e). Section 2312 (b). ]65. Details on stressin(; method and hardware along wilh justifying�lata are rcpuired on �restressed 173. .................................................... shoulA comply , concrefc v;ork. This dala should be submitted wilh a speci(ic ICBO resezrch rerommendation and approved prior to orderin�; of matcrial. or juslifying test data should be submitted in Note ihai all tendons should comply wilh Sec• compliance with Section 706. tion �303 (c) 3, for firc�resislive purposes. 166. Vleldin�dzta or details for steei deckin�* used as 174. Plans should indiwle that foundations extend a diaphragm should be provided. Information bciow the frost line. should comply with a specific ICDO msearch 175. Provide com tete s ecification in conlormance recommendaLor. or test data submitted in P P . � compliance wilh Section 106. with lhe design for............................................ Addilional Cormctionr. . • � � • ✓ , � 1 Pr�v,n: v�< P.,z�a�:.2 ona cnaBAct cnr-t ,..�e.s+i�R iI .R. '�� P.'Y. �'� ti-(cs �� 3 K�Yci.�`�.{ R-nh..iG�� NJJh S1c SN/�P7 SN�� P '" I 41� Ri.-r�{a i. 4. CrtA�^ PJ�RS �r—f `TJ��_�`/ '<, fn�� t SI-tA� . P_< r, �„r—t'YC(` /� ( �,p� � R��-nR �)(� • �.�J. L_ ir_a c:�i—+(�� f�.r._. .'rs wi"7rl These sheets are a part of the plans and sliall remain atlached thereto. Correclions as above indicated will be complied xith. Recheckedand Approved............................................................................(StGn liere) ..........;.................................................................. � � (Slpnelure of Owner or Applican�) � � � Dalo..........._..........................:...........:..................... � Checked by........................................................_.................... � Dale........................................................................................ Shccl No.G of G Shcels