Laserfiche WebLink
.4. <br /> ..- � � <br /> Plr Ci�or Na 32433 <br /> Pa�e 2 0�3� <br /> "S. A door aisy sw�ln` over a Wdin� d�t is not nwne tl�n 1"beloa the thnd�oW. (Doa <br /> at noolc.) <br /> � Pmvlde�ection�d deltils of intaioda�oeiiar�qirvay d�owin�: <br /> �. !(aximum tLe d S"(203mm) aad a mi�i�num :un (tread) of 9"CY29aim) varyL� <br /> aot wae Hun 3/a"r9.Smip). <br /> b. I�Iiriaum wi�h d�6"(911mm). <br /> c. l�tiaimum Ikad�000�ot 6'-8"(283Zmm). (1006.2) <br /> aBo�da�ied����oe' under�uairway roqu��ooe-hour oomt�uction on a�clwed <br /> �ide (S/8" type ?C' Qyp board with lnmina at 16" O.C. (106a�m) mauimum. <br /> �1006.12) <br /> ✓7. Show bc�tion of 22:30 inch attic aooas with 30• minimum headroom. (1305.1) <br /> � �'��P�6���9w-"�F�atdous locationt. (?A06.4) <br /> '�. Hardrails shaU asdsfy the following (1006.9): <br /> a. Provide candnuoua handrail for sfairnays w ith 4 or mv�e riu[t. <br /> b. Handrails slull be 34 to 38 incha(864mm t�965mm) above the noaing of ti�ads. <br /> c. Intenr�ediate blustus shall be spooed 4" (101 mm) O.C. maumum on open stde(s). <br /> d• 77�e twnd �cip pation of Iwndrail ahall be not less than 1-1/4• (32mm) not more <br /> than Y (Slmm) in c�oss aectional dimpision. <br /> a Itetum handrail to navvel post or wall. <br /> ✓10. Provide ddail of attic ventilatian type� eiu. and location. Slaw the nquized net ara <br /> calculations avuming apqoximaWy 75li of the vent aroa u aet aroa uniw the acwal <br /> net area is given from the manufactu�+er. The roquired vendL�on ura ntio is 1/150 of <br /> the suic arca or 1/300 of atdc area if at last half of the va►t area u mone thrn 3' ahwe <br /> eave vents (providing the remaining pordon of the vent area). Openin� oo have 1/4• <br /> (6.4mm) oortesia�, resistant metal mesh oovering. (1505.3) Vmted blacicing atwll not <br /> compromise the structural inteRrity of shear transfer, roof diaphc�gm ro �wall. <br /> J11. Submit manufacturer truss drawings and calcula6ons, sealed by a Waahiojbon State <br /> licensed a��ginar at this Hme. Or, provide a note on the drawings stating t6at the �ealed <br /> truss drawings and calculations will be reviewod by the architxt/engineer of rxoid, <br /> prior to submittal W the jurisdiction for approval. <br /> V 12. Call out anchor bolt size and spacing on foundation plan or details (1806.6) Show both <br /> typical wall and shear wall condidon. <br />