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HomeMy WebLinkAboutMiscellaneous Plans 2005-9-7 (2) a , .~. CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS: 473 Springdale CITYJOB#:C200501222 OWNER: Jim Nichol PHONE: 953-1195 CONTRACTOR: Metal Clad Builders PHONE: 895-2786 Items listed below (if any) and those marked in red directly on the approved pennit 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 Construction Most Commonly Missed Items". A correspDnding 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 Barnhart_PHONE: 726-4652 NO PLAN REVIEW COMMENTS .sel", 07 2005 8:47AM f:W' I:~'" RIl:; Reo.' '-bo, ~ r5matlUl'il. (M', .''+'1;;1 RELCO ROOF L FLOOR,INC. 541 995 8111 I I 1". 1 liNn ry,ll4 QuI.:'lPO$T FY ;t'11" 1100101 ..,~ !l(Ido;.Jl<OQ".."'l.o('A.lNC. R:I1IJ7Ot , , .. ~""'l."'''_'''"''''''.l 'll,lJJ.~ai::iOO{UH-flNl''''','':'O A'.Ju"~1';3'Uo.tt'Q~ ~1UI1 lu.-M '7.10.0 .'-.-.... 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OR 97477 Ph,: (541) 747.3766 Fx,: (541)747.1183 Dry Well Engineering " ob Description: 16' x 20' Building, Jim Nichols 473 Springdale Ave. Springfield, OR 97477 Date: Job No. : OS/26/05 153 Drainage Area Tributary Areas AI A2 AJ Area Width (W) 18.00 0.00 0.00 Ft. Area Length (L) 22.00 0.00 0.00 Ft. Drainage Area 396.00 0.00 0.00 Ft2 Total Area: 396 Ft2 0.009 Acres No. Dry Wells C.1 II Area per Dry Well ( A ) : 0.009 Acres Flow Rate to Dry Well . Q = 1.0083( C )( I )( A ) Run-Off Coefficient ( C ) :, 0.90 Precipitation Rate Normal Precipitation Rate (II): 0.025 InlHr Storm Precipitation Rate ( Iz ) : 0.400 InlHr (Source: N.O.A.A.) Storm Duration (t) :, 10 IMin. QI = 1.0083((60-t)/60)( C )( II )( A ) = 0.000172 3 Ft /sec. Q, = 1069 3 In IHr Q2 = 1.0083(t/60)( C )( 12 )( A) = 0.0005 3 Ft /sec. Q2 = 3421 3 ,In IHr Accumulative Water Volume (1 Hr. Basis) VI = QI/I728 = 0.619 Ft3 V2 = Qz/I728= 1.980 Fe VT=V.+V2= - FtJ 2.599 . VT=(Q. +Q2)(1 Hr.) = 4490 InJ I Dry ~~II Trial De~th ( : ) D=' 2.50 1Ft. ,i I 1 I i; Actual Percolation Area of Dry Well ApA = ( W )( L ) + ( W + L )( DE ) =1 13.50 ISq;~t.'2';=,A.i!!I"Q,K;~~:~; Geometric Active Volume of Dry Well I Percolation Service Factor:' 1.34 Vo = (W)( L)( DE) =1 9.00 IGu:Ft.d;~JV;W~oj(:"i' '<Iii ~~ _'_",,^,,,"...Lt'<..,'~,,l",,,~', ~...' _ .,~'irNIS Volumetric Service Factor:' 6.34 Final Excavated Size of Dry Well(s) Width: I 2.00, 1Ft. . Length: , 3.00 1Ft. Depth: I 2.50 1Ft. II - ,- ~ .,. r . . . REV. No. , , BILL OF MATERIAL I ~~I~COVER --------=-.-..: --Ii ---------- -- ~-----------------~~------- 3: n! - - - 1-+, - ~-----------------~J----~-- ITEM I...TERIN. 5FEClfICATIIIl., rAR'r No. or 1IWI1f& No. I DTY. I NET lIE I GHT (lb.. ) HAIDlIAL DESCRIPTION (MIN.) DRY WELL SIZE WIDTH (W) LENGTH (L) DEPTH (D) 2' -a" 3' -0' 2' -6" J: l- e, - :3: (\J ..... :3: 12'ABS CORRUGATED PERF., PIPE LEAF TRAP WITH FILTER FABRIC AROUND OUTSIDE NoTE~: J ~ - ,LENGTH ' L ' 1 ) - GRADED STONE FILL SHALL BE 1 1/2'- 3' ROUND RIVER ROCK UNIFORM IN SIZE WITHIN +1- 1/4' TOPSOIL FILTER FABRIC /EI~OVEABLE REMoVEABLE r INSPECT .,CAP ~ ~ r4' PERF PIPE ~ ' , ~~~ ~"~~ ~ \~~~~~~~~ ~ ~~~' ~ ~"~';~" Q ~ ~ ~_~~%$ 0 H 0 ~~ /4' INLET ',.//~~ . Wq~}.80 ~ W?17...:''>.~.a-~yffiVffiv'''@ , (//,7//);/ ~~, 0:-';. -' - ' - ' - ' - ' E f%~~ C+ {. - >"(/'\v 'l of .~ rf" 8~ o-;w .'w - ., V/Y//."- W~ - , ~ 1< .. . ... ... .. . 0.. + 0 ~"<<<~ %~O~, : 1C-:-' - 0' :.'< o.~:.. :; ~~~~~ 0 ~~~ ~, · ','C' ;. , ~ , - , . . -~. - ~~~ ~~ ~~0~ . 0 ~:l ~ 0 0 00 0 ~ 0 ~ 0 00. . 0 ~~~: : ~ ffi ,,/' ~. 0 " . If - . . .~ &'\..~y~~y" '!-)'~~. SCREEN OVER , 0;(<:::, 0 ". '~. 00 . o. . 0 oo.~.. 0 I ~~~ 0 0 ~~ END OF DUTLET ~~' ~ "~"~~\~"~~~~~"~ ~~ ~G~hc~~S~~~H '~ ~-@,,~~~,,~/ ~// /Y/. ~/'~~\~~.,~' FILTER FABRIC Y/ '7>'"'''''' /~//>>>>~'/ / '.7//////, OPEN END B- SQUARE 40 PERF PIPE 1 1120-30 GRADED CERAMIC OR TO OVERFLOW ROUND RIVER ROCK. UNDISTURBED SOIL CLAY TILE TEE SIZE VARIATION +1-1/4' END CAP (1.33 CU. YD.) 2) . FILTER FABRIC SHALL MEET TYPE 1 GEoTEXTILE STD. SPECIFICATION #30B.05.0B ALL PIPE MATERIALS SHALL BE PVC oR,ABS DRY WELL TRAP SHALL BE CLEANED ANNUALLY AT ONSET OF WET SEASON. MAIN BODY OF DRY WELL SHALL BE SET BACK 10 FT MIN. FROM BOTH STRUCTURE FOUNDATIONS AND PROPERTY LINES. SET BACK FROM PIL'S MAY BE 5 FT FOR SLOPES < 5 PERCENT (30). , 3) 4) , o . I 1O1 ~ I I- a. W o 5) , DESCRIPTIDN , THIS DRAWING AND/OR COPIES THEREOF IS THE PROPERTY OF PFEIFFER ENGlNEERING.LLC AND IS TO BE KEPT CONFID- ENT! AL. I TS USE SHALL NOT IN AtfY WAY. EITHER DIRECTLY OR INDIRECTLY. BE DETRIMENTAL TO THE INTERESTS OF PFEIFFER ENGINEERING. LLC. ,ALL' DRAWI~ (AND COPIES THEREOF ARE SJJ8.JECT TO RE N ON DEMAND. I J ru.: METAL CLAD BUILDERS tINC. ]gf~iffer , , ' CRY ~ [ESI~, JEngineedng ,lLlLC 473 ~If'm6LE AVE, ~IfIG='I8..D, CR 606 SUMMIT BLVD.. SPRGfUl. OR 97477 ~;2~~~05 ~~!!.,~~. R ClECI<ED B.: I ~ Bo: B-Slze DRAWING No.: id\REVoISION' IlRAWI16 SCAlE: r~' ~ W1JlK ORDER No.: 1 53 01 3/4'=1'-0' 0.970 - DATE BY t-<E:'-../I:5I CJf'.J:5 - r . :"'-.--. J ' \ .~, I r ')~ 3c::. '1.g,..;.J'A-M.~~ tf'1-H~/i:?"~~F, '''''lr, f', ",Ii",.:.. < " . " ,'" . ,..h.__.[~" I 11", . -.... I ,. -'"I ':0:'-:",;,1. ,,:,' . "i. Y_''''_-: -~~1'..~,'.I.::.tlf>,:',~,>.I" ;:-J'iP-! . I '\ - :.:,-::;' .. _ ".\ I I < d J}'": ~ '-i~-:F\:1~",,'r!"'>>J;f.;J!-'-.~ ,r.'" I. , _ I . ,l.:l! I ~ : 1'.."~;j.'k",'I;>>ti1lt"1H:/':;,lit~.; if:."' tl .., I ,!.i.tlJ,~_,.' \ { /;.:'1lS!.- !!~11" ,,'~.. '.'I]t'c,,'iIIXc." I: l' ~. ' " L? ,Sl<;1,>u~.-!,;~ : , ,""",,,.<,-:-l'-:--,~.\' , I ~! 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