BUILD - 1464757 - Laserfiche WebLink

Home Browse Search

MARION COUNTY BUILDING INSPECTION COMMUNITY DEVELOPlAENT CENTER 285 Church Street NE · Room 132 · Salem, Oregon 97301-3670 Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 DATE/TIHE TYPE CLASS OCCUPANCY CONSTRUCTION BUILDIHG PERHIT : ~3/27/97 11:25 PERMIT HO : 97-01270 : He~ Commercial STATUS : ISSUED : Uther Nonresidential Building ISSUED : ~3/27/19c27 : N TO EXPIRE : ~9/23/1997 : V-N PAGE 3 The ~p~ning ~hall he loc~rted in a c~ridor~ hall~a~ or o'the~* Attics with a MaXi~u~ vertical h~ighf of less than 3~ inches ~eed not h~ ~rovJded with ~ccess openings. The ?~pe~'d. nq shq]t ~ot he less than .... inches by 3~ inches. Thirty-inc~ Minimum cl~r headroom in the attic s~ace shall be Erovid~d ~t or ~bove the access H~s~')ory w411s shall he anchored to ~i1 floo?s~ roofs ann eL'her, ,structural.. . , ~lements, ,., which provide,., required..lat;ra], ,, . suooo~t fo~ the ~ll. .~u~h a~cho~aqe shall p?ow, de po;~t~ve d.r~t connectaon capable of re.~sst~oQ th~ hori~ont'~ forces ~pecifi~d in ~his chapter or-a force of 288 pound~ per lineal foo~ of wall, whichever ~s ~reater. ails ;hall b~ d~signeO ~o resist th~ case of Members form- lng p~rt of ~ structu'r~l fi"aM~ designed as specified ~n this Connections ~hall he capable of w~ths~andio~ uplift ~erces a; specified in ~his chapter. (OfiSC Sec 16~I) Masrmry w~ll~ def.~ndiog on one ~no~he? for lateral support sh~ll b~ a~chored or bonded ~t locations where they Meet or inter~e~t by rme of the followi~g m~thods: 1. 5~ of the un~ts at the i~'wtersect~on shall be lain s~ ~n overlapping p~tt~rn~ with alternating units havinq bearin~ of not les~ than ~ inch~ on tl'e unit 2. Walls shall be anchored by steel cnnnectors having minimum section of 1/4 inch by I 1/2 inches with ~nds ben~ up mt least 2 inche~ or with cross pins to form am-h~raoe~ Such an~hol-~ sha~ he mt leas~ 24 inches looQ Masonry wall% cnnt'd. (OSSC Sec 2109.8. i} 3. Wall~ sh~ll be ~nchored by 3oinf reinforcement spaced a~ ~ M~ximuM distance of 8 inches uer%i~ally. Longitudinal rods of such re~nfnrcement shall be ~t least No. 9 gage and sh~ll ~xtend at least 38 inches in each direction at the ioter~ection. 4. I~t~:,rior ~onhearing m~lls may he annhored m~ their inter- s~ction~ ai: vertical .~pacing of not ~or'e than 16 inches with joint r~inForcement or 1/4 inch Mesh galvanized hard mar~ cloth. 5. Other Metal ties~ joint reforcement or anchors May be use provided they are spaced to provide equivalent- anchorage. FIoor ,'.wld roof diaphragms providing lateral suppot't to masonry walls shall be c~n¥,ected to the masonry walls by one of the following Methods. ... Wood floor joists bearing on ~aso~1y wmll: .;hall be mnchored to the wall by approved Metal strap anchors ~ntervals ~ot exceeding 6 ~eet. JOists parallel to the wall shall be anchored with metal straps spmced not more 6 ~eet on center extending over m~ under a~d secured to at l~ast three &oists. B].ockiog shall ~e provided between ~oists mt each strap a~cnor. (OSSC Sec Floor and roof diaphvag~ls, contd. (OSSC Sec ~1B9.8.~,) 2. Ste~l floor joi~ts shall be anchored to masonry wmlls mtth No,. 3 baY's~ or their equivalent, spaced not more th~n 6 feet on center. Where joim'L'm are parallel to the ~all~ anchors shall be located a~ ~oist cross ~'~. Roof structures shall he anchored br~ Masonry malls with I~. inrh d:~a~eter bo]ts at ~ ~eet o~ center o~" their equivalent , Bolts shall extend and be at, bedded mt least ~5 inches into the m~som-y~ or be hooked or welded ~o not lr~ss than 8.2 ~quare i. nch~s of bond beam reinforcement placed rwrt less than 6 inchms f~"o~ the top of the wall.