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BUILD - 1483016
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BUILD - 1483016
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Last modified
2/4/2013 2:35:08 PM
Creation date
9/2/2004 1:05:17 PM
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Permits
Permit Address
170 BUTTE ST N
Permit City
Detroit
Permit Number
555-97-07006
Parcel Number
105E01BC05300
Permit Type
BUILD
Permit Doc Type
Permit Document
Status
Ready to Film
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MARION COUNTY BUILDING INSPECTION <br /> <br /> 3150 Lancaster Dr. N.E. · Suite C * Salem, Oregon 97305-1398 <br />Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 <br /> <br />DATE/T~HE <br />TYPE <br /> <br />OCCUPANCY <br />.CQNGTRUCTTf'JN <br /> <br />17. <br /> <br />18. <br /> <br /> DUILDIJ~ PERflI! <br /> z 18/23/97 lis09 PERHIT NO : 97-07806 <br /> :Resident. additimJ/ilterotion ST6TU6 : ISSUED <br /> <br /> a V-N PA~ 3 <br /> bearing poJn~ shou]~ be noted. <br /> Roof trusses are regu~ed ~o be destgn by an Oregon <br /> ed Engineer or Architect. For trusses manufactured by an <br /> approved fabrication plant, have the design and Iayou~ draw- <br /> ings avaJlab]e at the construction s~te for the fra~ing <br /> inspection. <br />~. ATTIC ACCESS. A readily accessible attic ~ccees shall be <br /> ~ovid~d to anz attic area having a clear height of over <br /> ~ inches. A fraaeo opening not ]ess than 22 inches by <br /> ~ i~hes is required. [Bec. <br />12. 4 FO~T RODF OVERHANG DETAIL. <br /> Bee attached detail for the 4-foot roof overhang fra~ing. <br /> The information fro~ th~ detail has b~en transferred to the <br /> ~oof Pta~ 9~ Page ~ of ~. <br /> raetng uetails. Rafters shall nailed to ceiling 5oists to <br /> fore a continuous tie between exterior ~alls ahere doists <br /> are parallel to the rafters. ~here n~t parallel~ rafters <br /> ~hat~ be tied with r~fter ~e~ located.as ~ear the plate as <br /> practical. Rafters ties snell be spaceo not aore than 4 <br /> feet on center. Rafters ~hall he fra~ed to ridge board. <br />1~. RP~ ASP, This structure use~ a combination of ~race <br /> Panels (BP) and A~ternate Braced ~al[ Panels (A~P) to ~eet <br /> the code requireaents for l~eral ~a].l bracing, I~lsure that <br /> all ~P~s are located as indicated on ~he plans. <br />~4. SAFFTY GLAZING / AT DOOR. The ~ol]o~ing shall be considered <br /> ~pecific hazardou~ locations for the purposes of glazing~ <br /> C]az~ng. ~ an individual fixed or operable panel- <br /> ad~acen~ to a door ahere ~he nearest vertical edge is <br /> ~thtn a 24 inch ar~ of the de~r in a closed position <br /> and ~hnse hottoa edge is [e~s ~han &~ in~hes above <br /> the floor or ~a]k~ng surface. Fxceptio~. Safety <br /> g~azing is not required ~hen ~here ~ an intervening <br /> ~]] or other permanent barrier between the door ane <br /> the <br />~5. SHI)KE DETE~TORS / ~LTER~T[ON~. Whe~ alterattons~ repairs or <br /> additions are aade to an existing d~e~ling, the entire <br /> b[d. lding shall be provided ~ith ~e~ke detectors located <br /> required for ne~ d~e~[tngs. The s~nke detectors are not <br /> required fo be interconnected un)es~ other remodeling con- <br /> ~derattons require re~nval of the appropriate wall and <br /> ceiling coverings te facilitate interconnecting wicing. <br /> Cgection <br /> SMOKE DFTECTORS shall be ~s~a~led in each sleeping rooms <br /> outside of each separate sleeping a~'~a ~n the i~e~iate <br /> vicinity of the bedrooms and o~ each additional story of the <br /> ~eelli~g.including base~en~s.. All detectors shall be <br /> conneczeu such that the arTuaTion of one aiar..iii actuate <br /> a]l the a]ar~$ in the individual unit and shall provide an <br /> alarm ~hich ail1 be audible in ali ~]eeping a~eas. <br /> CSection 314.1] ~mnke detector~ ~hall be lle volt with <br /> battery back-up. [Sec. <br /> VERIFY EXISTIMG CARPORT, <br /> The plans submitted specify an existing carport. <br /> The Elevations on Page 1 of 3 sho~ the existing csrport as <br /> being enclosed on at le~s~ three side~. <br /> if the carport is not entirely ~pen on two or ~ore stdes. <br /> fhe~ ~hJs space is considered a garage and the requireReflts <br /> for ~eparatton of qaraqe and d~e[~tng ~:[~1 be required. <br /> DE~[GNER RFSPOHS~B[L[TT. The p]a~ submitted do not c[ear[y <br /> sho~ al1 the regutred fra~tng details, it ts the destgner~s <br /> responsibility fo size al] s[ructural members and fasteners <br /> fur the appropriate loads and have them shoan on the plans. <br /> [Sec. <br />19. ACCFPT I TTY ~' ' <br /> . AB L .... ~nts pIan review covers the addition to and/ <br /> or alteration of an existing strocture, This review Js not <br /> ~ntended to prohibit the but'[d~ng ~n~pector from requesting <br /> <br /> <br />
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