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HomeMy WebLinkAboutBuilding Application 2005-2-10 Application for Building Permit Deck Construction with Stairs z~ 1-: 50' ol~8 L @House ~ 16' +- 17'- w ~ ...- . Q) OJ en .to_.:, ~'_l---:-- '.".'..:.:...;'~~. ...,' . ,'" " \'" 'II" ,', . gj :- Existing Upper Deck /' . 17' Proposed Lower Deck & Stairs f.. ... \"' ~ ]:0)0::>- *d Existing Raised Deck b I-WO'" "': CJ~ "" ;:"UlO ~ is 8 z"w z ~: Q) ...s 0. o"z> ~ ..... ::J ;:- :1:_0 0 0 Wt)~a:: B ~ " u () , :: .0:(0.. (!) o ::J CJ ... W..lo:D.. W ~ ~l!)-'~NVt >uo" e:: wzow 0 ,.. ,.. Ul n:WWID 0 '-.iuuz~t zll.>...J .zzo~~ woo~ 0 ~ 0: 0: u {) wwO::J: Owner: Micheal Ramirez ::J ::J woJ ma::~ll) .J Address: 559 South 70tll Street 01 ~ ~ h: ' \ wg<!:E: W ~ 0 0 f- ~,v. " ~OWO l.L Springfield. Or. 97478 \. <: J:UIjjj (!) Phone: 746-1546 zl- zoo'" Z -.s:: ... ~ oQI-~ <:>' z~,,5 l.llWW<t:...i a:: Contraclor: Larry L. Wilson -:::::: o::~OD<c Il. LLW Inc. "" Q~ 111<::(<:(lJ.!iJ I- Ig~~ii: U) CCB# 147922 0 0. (J)~U)!r~ l.L 744-8053 li_l a: 1--2WO 0 " U ZUlQI-" 6i NO*15'E 50,00' W Ul WZ!d:~Z >- u w Ul 1-0 - 0 Dale: 2/09/05 '" Ul 0 Ul z-a:1-9 I- W n: ~ w w a: o~wu- U 6 w Ul - .J W l)o::~W;:' W 'j:': n: <::( [r z ww<ca~ Ir Co Z - 0 " 0 ;;: 0. "( 0 Z }- W 0 J:!Jo::o:::c 0. ON:lUJ-'<(O 1-"00.1- .,; Lot 1 00 Scale 1" = 30' ISheet 1 of 4 Ii.,... u I 1 I , I I : I I I 1 I I I I I '" I I -L ~ : I I ' /----: !--------I 1-----:; Existing upper deck Open stairway (see typical on sheet 4) Open stairway to existing deck (see typical on sheel4) \ \ '1 II II Approl<. 5' , >(_4X6P.T. /- _4X4P.T. " 'f" \ I.""....,\@ k- :,j 3 I_ I 'I ______1- / Existing concrete patio 12" concrete cylinders Min. depth under ground 12" Existing ~ock Side View of Proposed Deck & Stairs Scale 1" = 3' Note: Hand rails and guard rails are not shown on this sheet. See sheet 4 for typical hand rail and guard rail details. Guard rails will be installed on the north and east sides of the proposed deck. Guard rails and hand rails will be installed on both sides of both stairs accessing the existing upper deck and the patio from the proposed deck. = I L_~ t-1 I I I I I I I I I ""T 2X 12P.T. 7' minimum Existing raised deck House " I I I I I (~l \ 1,:\ \ I~~I ~I 4X6P.T. I I. ,I 4X4P.T',I-,---:L , ,,' ,. I I \':.' \ I~ ,I I ,., , , ~'~J L ~r A-Il"" / J\',..,.,' Concrete . :.,'... ~ house c ,:" ; footing (jj \ 4" lip on footing Mid,span support. I Approx. 8' span :.' -' 12" concrete cylinders Min. depth under ground 12" Approximately 6' span -.--I Note: P.T. == Pressure treated for ground contact Duradeck = Treated for above ground Simoson Ties used to attach concrete to posts, posts to beams, joist hangers and misc. Siml;)son Ties will have Z max zjnc treatment to help prevent corrosion because of the CA.B .21PCF treatment for ground contact lumber. All nails, bolts, washers and nuts will be galvanized. Sheet 2 of 4 I I Step framework (proposed I deck to existing raised deck) 1_____\-___ I=OL =~ ~ L II )I() (U_ ;JJJ "u/ .~ Stair framew~rk (deck,to P~tiO) . , ~ Note: Hand rails and guard rails are not shown on this sheet. See sheet 4 for typical hand rail and guard rail details. Guard rails will be installed on the north and east sides of the proposed deck. Guard rails and hand rails will be installed on both sides of both stairs accessing the existing upper deck and the patio. Maximum span distance is 4' 0" between supports for the proposed beams. n , " :/~ 3/8" concrete boits """- , ... o , Existing concrete patio Existing rock retaining wall Existing raised deck ---- ---.- --_.,---- ~ (!) .=c-t.~ 4X 6 P.T. Spliced 2 X 6 PT, nail to ea. Joist r----,., ~ __ .J,:- Approx. 8' span ~' Existing6X6P.T. - ., upper deck posts . ....... 2 X 8 P.T. Hem.-Fir '\. /.~ ~.....c- \;1 .J 1 24" centers ~ "--'-.-.~ m, 12" concrete cylinders ~ , ,--f,,:,~ (", I \f;) _ LI:~~:~:~~I~;~~~:'o~~~ _ _~~_ _I] ,:. ,/~ I ~ -,- - - ~ - - - -C-=.".~- -tL~ f.,C] L:L ~~- ~~=='" _ tl=~:)! :;~'~~nJe~Xp~~~T. 1) gVI I J'~. II @J , , 0 " .,' I '. ' .' b-~IT-=- == =- = 11= =- . ,'- = rj" u U : I: -~ u I~ 3' cantilever .....1: Approx. 6' span u- c j Approx. 8' span Planned View of Substructure Scale 1" = 3' ~ >11 I House ,I 1 4" lip on house footing 4 X 4 Duradeck posts (alt cedar) "- " f I Sheet 3 of 4 ; 0:~::ing ~ 'E k> '" l 2 X 6 duradeck ~J -'-'-~-~-'---'-----=~ -2 X 4 duradeck ---?- -' 4 X 4 duradeck posts (a~. cedar) 1 %,'X1~" __~. cedar spindles --------- - - . . - . - - 5' maximum ~~~t- 2 X 4 duradeck Notes: P.1. = Pressure treated for ground contact Poi. ~ 01- . '\. = Gal. 3/8" carriage bolts <, Duradeck = Treated for above ground The typical guard rail system shown will be installed on north and east sides of the proposed deck. Notes: Spacing between posts is 5' maximum measured at same angle as the stairs Lower stair connection for the stairs that access the existing upper deck is two 3/8" gal. carriage bolts Typical Guard Rail Section Scale 1" = 2' (f) """"'"" ;;.,~ C~ 2 X 4 duradeck r;;;:,::'~ '- Vllaximum spacing 2 X 6 duradeck 4 X 4 duradeck t"osts (alt cedar) Guard and railing systems will be installed on both sides of the proposed stairs that access the existing upper deck and the patio floor / // / /: I //'~Q.-c '- / /: I sf'- .......-J< /: [ '/ / I: 3/8" X 5" concrete boll -\ t',' J ./ o < r ~ Gal. 3/6" carriage bolts 2X12P.T. ~ 'I_~ 2-./ ~,f;!;b ('" Concrete patio ". ",.:,..,'-:..\<, 1I.,'...\..... .\.; \"""" \ '. .'\'....- I:J .....: . 1%"X1W' cedar spindles @- 2X4durad r Proposed deck ~ 2 X 12 PT. header connected with six 3/8" gal. carriage bolts to deck end piece Rise will be 8".maximum & run will be 10" minimum with a 1" nose on each step. Height of top rail will be ~ches above the nose of the tread ~ Three stringers (2 X 12 P.T) Stair width of the proposed stairs accessing the existing upper deck is 3' or 2'10" inside of the rails Scale 1" = 2' Stair width of the proposed stairs accessing the concrete patio is 4' or 3'10" inside of the rails Typical Stair & Guard/Hand Rail Section I Sheet 4 of 4