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HomeMy WebLinkAboutBuilding Application 2004-1-29 t- ill ill (l I- d) D -1 ill LL d) Z <[ r ASSUMED ELEVATION 1 3441Z>' .., ~ -'.(J'~ t' &1 ~I --t~ , ASSUMED ELEVATION 3441Z>' SITE PLAN SANDUSKY -/~ / , ~-- ,-- - ~ --=="'" ~ /; 130.0' --- --- 130.0' N~ 1/28/04 388 MANSFIELD STREET, SPRINGFIELD, OREGON 97477 CHUCK BAILEY AlA 1740 WlLLAMETTE STREET, EUGENE, OREGON 97401 V01CE/FAX 541-485-3315 cba@rio.com 51_011 /\ :~E /\ OF j \ ~ / \ O r--)K IdV K ASSUMED ELEVATION 3451Z>' . , 1& I~ ,.", (Y. ill > (Y. ill N ID..TE RECE'~d~2.Q.04 J08 No~~1\OO.u0 !-:~S) ----..- ~::~'"1':'~5:~-.'~.2~:'::: --- 1-. .-.~_. "_.".LP.-h1" ( . , :' :=-TOR'r.-S ,,---<-..' _C-:r::';,",-_.._____ ~:;:~~~_'&:{~':' 'fu:: THE CONTE:'~TS I.' '" C \-", I' ,,' E ,--.~._. ALTERATIONS, I!-~"h"':-"':-"'--; ~:.::::.:~_- Ol:.'::r'.J REVIE.....ED, WITH OR ....._~,..- ,t.>., ,-"ORf-iJPE!>.lrl' CHA . ..l!.LTEFO:'-:ONc, ~,,"_:-,,~ .'U'.:-.-:fi";'PF': -:.-- '-'.' NGES PROJECT .<\FTsi-i-T'j~iD~:'E B;;~O":' ...,,jj(VED DRAWINGS OR THE BUILDING Or-FiC1.A.L:- '- ., ~I' LL 8E APPROVED BY CITY #IF S~~~LD, OREGON 'tASSUMItt'lPRO~Y . ~/4u... DA ~~~ ELEvATION \.' /'. TE "r- 3451Z>' II 03 23 0100 SCALE, III"''' . 1'-<2)" ITl \1 pQi RESIDE!".' I.' ~ 0 tl)'illlllPVte m.H:VFOR ITH ARTICLE i{' , .\'1.1 ACCOR;J!,NCE W . ""NT CO':",;' "" D CEVE' 01'",.1 ~ lHE SPRit~GF.EL . I.,' I. 21'-611 ---- ~ ~ , - NEoW DECK, ., FLOOR LEVEL, b", OFF GRADE. DECKIN<:o. =TO BE "WEATHER BEST" =COMPOSITE DECKING =ROU6H SAWN SIDE UP,- =FRAMING TO BE 12" OC: ~ , ~ DINING/FAMIL Y -, (j . _J l H~ilrn J\_ -- NEW ON "- CONCRETE ij ~. " "'" \ \ \ -t 1~'-"'1I ill ~11~lllt :I o t- ':/. 1001 100 ~ E GARAGE 1 ~ PROPOSED PARTIAL FLOOR PLAN V811::11-01' SANDUSKY 388 MANSFIELD STREET, SPRINGFIELD, OREGON 97477 1/28/04 CHUCK BAILEY AlA 1740 \VILLAlVIETTE STREET~ EUGEl\."'E, OREGON 97401 VOICE/FAX 541-485-3315 cba@rio.com &GALE: YB II = I' -/Zll~ I FROM :CHUCK BRILEY RRCHITECT ,RIR FRX NO. :E011-453- 3315 Feb. 25 2004 11:08RM P2 NOTE, -1> IE) MASON,",Y FIREPI.ACE, ClOSE FLUE, INFILL OPENING WI 1/," HAF<DY E3ACKER, FOAM INSULA TI": ., EDGES, SI-lEET METAL CAP ON CI-lIMNEY. -2X4 &TUD WAll. " I"''' oc wr V," G,YF ElOARD TO E3E FRAMED IN FRONT OF FIREPLAC"~ NOT", IE) FLOOR FRAMING 4Xa eEAM& .. 4'," OC W/2X", CAR DECKING, NEW FLOOR FRAMING TO REfiT DIRECTL Y ON IE) FLOOR =:J , / _..1 2xe lEI; ''OER 14'-0": ~-~~. .'t____ ,..-:-, l~, ~l 2X6 _ED~ER. T .', ------ L_ \' "'''--- -& NOrl-l 11'..4" 2X6 JOI&TS .. ,,,," OC WI '4" TOG PLYWOOD NAil WI .ed NAILS 1> ",' " SEAMS, 12' IN FIELD LIVING ROOM FLOOR FRAMING $CA~E, """ . "-Ill. SANDUSKY . 388 MhNSFlELD STREET. SI'RINUl'lI!U), OREGON 97477 2/25/04 CHVCJ( DAILEY AlA 1740 Wll.:r....^METTE STREET. F.UGJ!.NE. OREGON 97401 VOICE/FAX 541-4RS-331S cba@r-lo.cDm I I .. @ IE) BRICK TO REMAIN, COVER WI WAINSCOT, OR FIR OUT ABOVE, COVER WI GYP BOARD -l (i I __ _ J o L NEW WOOD FLOOR TO STOP I-IERE :=J~~ LIviNG ROOM FLOOR TO BE RAISED TO MATCI-I DINING ROOM SANDUSKY 07Y). -~ I I I _NEW DECK, " FLOOR LEVEL, 6", OFF -GRADE. DECKING TO BE "WEATI-IER ==:BEST" COMPOSITE DECKING, ROUGI-4 _ _SAlIN SIDE UP, FRAMING TO BE 12" OC_ I I f- I I I I :6'-@" I I I -IE) SLIDING DOOR TO BE REMOVED~ ==AND REPLACED WI 12 <Z! 68CENTER -SLIDING DOOR ==NEW 3'/o"XI2" GLB I-4EADER 7 -l J- 2'-0" J- . -.-- '\. .- )/\1 t 3'-@1I ~ 6'-8" 1'_611 -'~ V.\J ~ , .- 1'_1011 ~ ~ J- INSULATE AWNING ~ SERIES 1@@ 24X12 TV CABINET, 5'-@" I-IIGI-4 DININGIFAMIL Y NEW WOOD FLOOR T1-40LlG1-4 OUT DINING/FAMIL Y AND INTO RAISED LIviNG ROOM NEW FRONT DOOR, SUPPLIED BY OWNER, \CONTRACTOR TO INSTALL \ IE) 8' WINDOW TO BE REMOVED, REPLACE WI 12X48 INSULATE SLIDER; SERIES 2@@ WINDOW XO - If-~ INFILL BRICK-" 4 PAINT ([) -; / 111_6" 4 L REPLACE IE) WINDOW WI 48X42 INSULATE PICTURE SERIES l@@ FIXED WINDOW !XI BAR" 42". 0" 1211 o . -, / 1811 / 21_611 -~ 4'_011 r I 2'-@"- - t-rflj::J J I I , .r DN ~ ~I-4AND RAIL IE) CONCRETE WALK TO REMAIN o NEW CONCRETE \ PATIO" I" BELOW ~ DOOR SILL "_'3" ~ .L- 3'_011~' ill ." m ;ll ~ , , \ \ \ \ \ \ <\ '1 0::; Z ill :r o 100. -6 ~! COO<;E~ ~~ ~: "36" ( I \ . I~ 0 I I ~~ I c"-! I GARAGE - . -RELOCATED WASI-4ER 4 l1S1-4Er DRYER, NEW PLUMBING 4 ELECTRICAL 1-40OK-UPS , - [>RYER PROPOSED PARTIAL FLOOR PLAN " -10'-@1I J' 388 MANSFIELD STREET, SPRINGFIELD, OREGON 97477 1/28/04 CHUCK BAILEY AL.o\. 1740 WILL.AI\1ETTE STREET, EUGENE, OREGON 97401 VOICE/FAX 541-485-3315 cba@rio.com SCALE: 1411 = 1'_011 NO TI-l II II ELECTRICAL SYMBOLS KEY l::g 110 VOLT DUPLEX WALL OUTLET .: "" F CI I ~ 220 VOLT WALL OUTLET I ~ STANDARD WALL SWITCH I ,r f TWO WAY SWITCH r@ f9- TELEVISION OUTLET WALL MOUNTED LIGHT FIXTURE M4 TELEPHONE D RECESSED CAN LIGHT FIXTURE WI COMPACT FLUORESCENT ~ RANGE EXHAUST FAN UNDERMOUNT UNDER CABINET MOUNTED LIGHT FIXTURE PROVIDE WALL SWITCH" EACH FIXTURE. II I -- -l R~ I I __ _ J LIVING ROOM NOTE, RAISE (E) OUTLETS WI NEW FLOOR HEIGHT ..~)~ ~ 1>-- , ( ~ "'- ~ SANDUSKY / .~ I RELO~ATED (E) ~ LIGHT 4 SWITCH DINING/FAMIL Y } X /" "'- ~ --- ;D ( z \?~I~+ ('\ \ /'~- ~ ~-~~-@ =4): L I DW I ~ ~I WA~L -LL),II oipo I I OVEN ~ ~E"'rOUNt;P4) L ~ ,L -1- ~ WSHE I ::g r@ IX1 --- - I~ { I \:. ---~-:-- * " !ll=€ m " y /" WRYER ~ ELECTRICAL PLAN 388 MANSFIELD STREET, SPRINGFIELD, OREGON 97477 1/28/04 CHUCK BAILEY AlA 1740 WILLAMETTE STREET, EUGENE, OREGON 97401 VOICEfFAX 541-485-3315 cba@rio.com GARAGE &GALE: 1411 = 1'_011 ~ N~~- =:J~c- [ LIVING ROOM ~\ EXISTING PARTIAL FLOOR PLAN SANDUSKY ~ DINING/FAMIL Y XI 388 MANSFIELD STREET, SPRINGFIELD, OREGON 97477 1/28/04 CHUCK BAILEY AlA 1740 WlLLAMETTE STREET, EUGENE, OREGON 97401 VOlCE/FAX 541-485-3315 cba@rio.com -l ~ X'B ~ =. >- lk': ~ E3~T;;J ~ n 1CiJl -1 I @1: ;;: g g ~_ DRYEI, KITCI-IEN ~ ~ m ;U r\ (- : me i loco 0 I Ij(I GARAGE -~~- NOrm SCALE: '~ll = 1'_011 W,O. #2752 I SANDUSKY REMODEL HAL PFEIFER PE, P,C. 40 W, 17th EUGENE,OR (541) 683-4257 unit wt. area wt, misc. n/a n/a 0.00 floor 8.10 220.50 1J86D5 walls 6.60 217.50 1,435.50 int/walls 5.50 116.00 638.00 tile roof 18.12 528.00 9,567.36 total 13,426.91 Ca= 0.36 SEISMIC DESIGN 1= 1.00 R= 5,50 V = (3.0 Ca / R ) W 3.0 Ca I R = 0,196 wlIllldentlflc:.tlon II W 21 len'lth of ohear wall L 22.00 trf~utal}' WBleht at loadlne Wt 13,426.91 tatal ohear on wall V=Wt X f 2,636.56 unit ehBar per ft. of wall v=V/L 119,84 vertical dead load alone wall / ft, DLV 344.26 (zone 3) (plywood walls) REMAINING WALL @ NORTH FACE OF EAST WING <mInimal ...- -.... / . f..... ..... / '8);Y. ,.;O;?:,,,', /.fC~0",X --;UII'~~~j;:ill"~q\ llJ <& 1 -._., ~ 10.113 t- \~- ~- / OkEGON Q G- ~ (r ....~ , 18, 'i ~;: .,'- :-.y. PFE'S:"'~ .---.- wall materIal (v) minimal nafllng (v) minimal anohorbolte re'l'd (n6t v) minimal 21 chear wall height H 8.00 dletanc;B uetween anchors L' 21.00 wallrat./o H/L' 0.38 reaetton at anchor R=V(H/L) 1.004.40 dead load at reaction DLO 2,409,82 factored dead load DLO X 1.0 2,409.82 net. reactton at end Rnet (1,405.42) <minimal ancharaS6 minimal JAN 28 2D04 EXPIRES ~2.'~1/01 REMAINING WALL @ NORTH FACE OF EAST WING IS ADEQUATE FOR LATERAL LOADING SANDUSKY 388 MANSFIELD STREET, SPRINGFIELD, OREGON 97477 1/28/04 CHUCK BAILEY AIA 1740 WILLAMETTE STREET. EUGENE,OREGO:'ol 97401 VOICEIFAX 541-485-3315 cba@rio.com Roof Beam[ 97 Unifonn BuildinQ Code (97 NDS)l Ver. 6.00.5 By: HAL PFEIFER, 40 W. 17th, Eugene, 97401, 541.683.4257 on: 01-28-2004: Project: 2752SAND - Location: 12 FT. WINDOW HEADER Summary: ~ 3.125 IN x 12.0 IN x 12.5 FT / 24F-V4 - Visually Graded Western Species - Dry Use ~ or Section Adequate By: 0.9% Controlling Factor. Moment of Inertia I Depth Required 11.96 In Deflections: B~:dL~~~d ~ ~)?J1 N0 FOoT1 N ~ \ '7 Total Load: q ;:;.'\'1<7 f A e" TOlZ- Y . Reactions (Each End): "- ....,. .... Ll.. ~ = \ - .-.. _ ,a,t:::'<::'".....' Live Load: ~ 1_..... " \ ~ \ t::: L. '--" I r;...~ ......,TQ--Rxn= ?~1~1 t~:g:, t=O fZ 15. 'I- \ <:7,. 6::> j..J 1/ \ T1 0 ~ . ~t:~~~ BearinQ LenQth Required (Beam only, support capacity not checked): BL= Camber Reqd.: C= Beam Data: Sp::!n: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Camber Adjustment Factor. Roof LoadinQ: Roof Live Load-Side One: S::.of Dead load-Side One: Tribu1ar)' Vv'idth-Side One: Foof U'Je :""oad-Side Two: Rcof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Beam Self WeiQht: Slope/Pitch Adjusted LenQths and Loads: Adjusted Beam LenQth: Beam Uniform Live Load: Beam Unifonn Dead Load: Total Unifonn Load: Properties For. 24F-V4- Visually Graded Western Species BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: BendjnQ Stress of Compo Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Fv': --.. --. ~~"""Ir;'," -...... .~,",".O"'.. ., ~<:,r ' -:;;S,..,', gVJ <y~01Nc~<:R '''1;;.,'\ "'< 10r;1.~ ~. .'::J ~J ~o:-).:v ,--' \~ //c.,C K:::'~'-',\,C " / (~ .J?,/ / . ;E'. '/..-, :- ~d' -"'.........:-:;--...'. , ,I. ~..__'.\-'."C.. 0" J re.-.../ -- JAN 2 8 2DO~ EXPIRES ~2.'21/0+ Adiustment Factors: Cd=U5 Design Reql.Jirements: ControllinQ Moment: 6.25 ft from left support Critical moment created by combining all dead and live loads. ConlrollinQ Shear: Al a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Momen! of Inertia (Deflection): DLD= LLD= TLD= L= Lu= RP= U U CAF= LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladj= wL= wD adi= -wT= Fb= Fv= Ex= Ev= Fc perp= Fb_cpr= Fb'= Fv'= M= Sreq:;; S= AreQ= A= IreQ= 1= 09:56:34 AM V= 0.21 IN 0.20 IN = U737 0.41 IN = U363 1875 LB 1932 LB 3807 LB 1.87 IN 0.31 IN 12.5 FT 0.0 FT 0 : 12 360 360 1.5 X OLD 25.0 PSF 25.0 PSF 1.5 FT 25.0 PSF 25.0 PSF 10.5 FT 1.15 9 PLF 12.5 FT 300 PLF 309 PLF 609 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1200 PSi 2760 PSI 219 PSI 11897 FT-LB 3198 LB 51.73 IN3 75.00 IN3 21.95 IN2 37.50 IN2 446.06 IN4 450.00 IN4