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HomeMy WebLinkAboutMiscellaneous Plans 2004-10-13 CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: ~5'L.'-~ CITYJOB#: Q.~. \48 OWNER: Hayden Homes PHONE: 228-1081 CONTRACTOR: Owner PHONE: Items listed below (if any) and those marked in red directly on the approved permit documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Constru'ction Most Commonly Missed Items". A corresponding number is marked on your plans for any items listed below where applicable. All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code, (1998 International One and Two Family Dwelling Code as amended by the State of Oregon unless noted otherwise. A copy of this code may be obtained from the Building Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 Your signature on the Building Permit is an agreement that all items will be installed or corrected, and that all work on this project will comply with applicable codes. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS" SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. PLANS REVIEWED BY: _Bob Barnbart_PHONE:_726-4652 1. ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS: On new construction, a #4 concrete reinforcing-bar electrode at least 20' in length shall be installed horizontally at or near the bottom of the concrete footing at the location of permanent service entrance. A second bar, at least 1/2 in diameter shall be stubbed up a minimum of 12-inches above the floor plate line near the service entrance panel location. The stubbed up ~~i~~~ ~"'9.~I:" Cl. ~.,~i)':~~~{~..t t<'t,;u;;~,J~)j',t:!~I'\ ~ 'Hl!9j,l;j~~ Ol^,-J'\;\\.\~ "':--.;.._:.~^' CLIENT r f ~' 7 '1 ~V /7 c:iI\I\FT I OF K ,;h1:) DATE CALCULATIONS SHEET N" CALCULATED BY < STRUCTURAL BUILDING DESIGN. FIRE PROTECTlON CODE CONSULTANT. PLAN CHECKING , CONSTRUCTION INSPECTlON CHECKED BY DATE /6JRJ w.o.. " [L 1.lliL f"UwDE:N HOMeS __TOB L(}(MJ.D.tL 'Ln-r 110, ~1~<...,1Jr ,SpruNGFfB-0/0R -1f2BJ2E')[R I PT IQN ';.. G-,4{lAG-€ ,.ooon. WALL- VO,"f€.i'V'!c... t!::NrrINE::E;...IN (,.. W' Ofl... 1..1.1' L>El2P G;rP'lAW /::)LI..O}<It:':D /({..):j/\t0.1"# A < RJ;'VIq/J<QL of pLrw 0/<. '> A WINO S'P~-V ' eOMPH expO'Sul,F:. "8" . . '" \~ S..IVl1t, ~: D/ S;vow f...o/:JCi l ,?pJ~' Site and soil conditions not observed by Mortier Engineering P.c. Allowable soil " bearing capacity of It Doo psf used. 1245 PEARL ST.- . EUGENE, OREGON 97401 'TEL: (541) 484..9080 \\f7~ \\.~~~,. "";@)'.'.' ,1~ ~~' !'!.'l'~"":l,]' '\ ....." ". I!'~"""-'''. "..,'- . 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PLAN CHECKING /6J.97 CONSTRUCTlON INSPECTlON W.O.1f BEAM PER PLANS~ DOUBLE TOP PLATE~ I I "'/ ""'I " II II I 117 I , , , (1) 2x6 BLOCKING FLAT -wi (1) 35" LONG CS16 STRAP / NAIL ALL HOLES....../ NAIL WALL SHEATHING TO BLOCKING 8d @ 3"o,c. STAGGERED x <( ::; :". I ill /' 7/16" OSB 8d NAILS ./ 3"0.c. EDGES STAGGERED...../' (2)2x @ EDGES I~ j. HTT16 HOLDOWN~'.~ ( SSTB 16 ANCHOR CONC. STEM WALLJ I i CaNT. FOOTING=:/' 22"MIN)' ----' , C) DETAIL AT FRONT OF GARAGE N,T,S, (TYPICAL EACH END OF OPENING) 1245 PEARL 5T. ; EUGENE. OREGON 97401 TEL: (541) 484..9080 ~6' ~1-'~"~1~ ~,.~;~~~~-*~;~~~I U "",".'~"'!"Bt".i1~'" ';;"'I'~" :t;),',fij;ilU:.I';";lkc) v.~~'~ OINEI'\\\'\; .~ >Eli, 1 c:NAW . , -, I I '-~',.. 8 ...,.,.""ffJ SHEET N'" <) OF t;' CALCULATIONS f11> CALCULATED BY DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTlON CHECKED BY DATE CODE CONSULTANT. 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