Loading...
HomeMy WebLinkAboutPermit Building 2009-6-4 _1IIr&e.~NGl.!t~ 1\ " . " Status Issued 225 Fifth Street, Springfield, OR 541- 726-3 753 Phone 541-726-3676 Fax 541-726-3769Inspectinn Line CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2009-00647 ISSUED: 06/04/2009 APPLIED: 05/] 1/2009 EXPIRES: ]2/04/2009 VALUE: $70,083.76 SITE ADDRESS: 2535 GRAND VISTA DR ASSESSOR'S PARCEL NO.: 1703243101500 Springfield TYPE OF WORK: Garage TYPE OF USE: New PROJECT DESCRIPTION: New AccessoryShop/Garage; Uninhabitablel Nonconditioned Space. Separate Electrical Permit. Owner: HYLAND SHAUN E & LAURA L Address: 2535 GRAND VISTA DR SPRINGFIELD OR 97477 Contractor Type General Contractor OWNER # of Units: Primary Occnpancy Gronp: Secondary Occnpancy Gronp: Primary Constrnction Type Secondary Constrnction Type: # of Bedrooms: Fronty~rd Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: Street Improvements: Storm Sewer Available: Speciallnstrnction: Notes: Route storm to existing Description I CONTRACTOR INFORMA T10N I License BUILDING INFORMATION I # of Stories: U Height of Strnctnre 27.50 Type of Heat: VB Water Type: Range Type: ' Energy Path: NOTlCEsprinkled Bnilding: nla TU,C' f'.~'V l~ A~b&mN:r~r!~mIfMNTJ(OO!j 'fORK COMMENCED OR- 'rIMHJ{,v,r, I;) NOT ANY 180 lJk\t~BANDONED FOR 5.00 # Streei'tl1e'J(s Rqd: Paved Drive Rqd: 10.00 % of Lot Coverage: 22.00 0.00 Residential Phone Number: 541-501-8619 Expiration Date Phone Lot Size: Sq Ft I st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft GaragelCarport Sq Fl Other: Occupant Load: 20,473 1,570 288 REQUIRED PARKING Total: Handicapped: Compact: I PUBLIC IMPROVEMENTS I ATTENTION: Oregon law requirESld\mla\1l Type: Fullv Imp'/lI)\l)'!v rules adopted by the Oreggn Utility , NoYilibation Center. Those rules a~<miPNlIUltslDrallls: in OAR 952-001-0010 through OAR 952-001- 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oreaon Utility Notification I V aluat~~ID~~~;i:~~:l2J44). $ Per Sq Ft or multiplier Square Footage or Bid Amount Type of Constrnction Paee I of 3 Curhside 5' To Storm Sewer Value Date Calculated Status Iss u ed 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Gara!!e/Misc U VB Utilitv Fee Description Plan Review Residential Total Amount Paid Structural Review Initial Review Initial Review Public Works Review Structural Review Planninl! Review, Planning; Review Structural Review Structural Review $37,72 I CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2009-00647 ISSUED: 06/04/2009 APPLIED: 05/11/2009 EXPIRES: l'2!i14/2009 VALUE: $:70,083.76 Total Value of Project 1,858.00 $70,083.76 $70,083.76 05/1212009 F"I>~ P";<u Amount Paid 05/11/2009 05/1212009 05/12/2009 05/11/2009 05/14/2009 05/11/2009 06/02/2009 06/03/2009 06/03/2009 $120.09 $120.09 Date Paid Plan Reviews I 05/12/2009 05/12/2009 05/14/2009 05/14/2009 05/18/2009 06/02/2009 06/03/2009 06/03/2009 APP APP APP WE WE 5/11/09 Receipt Number 2200900000000000510 NJM LLH " Applican't submitted value of $15,000 for new garage with mezz, total 1858 square feet. ICC default value places the structure at $70,083 value. I have added an additional plan review fee and 'changed the value to. ;eflect the minimum value of this pr~ject. t Route storm to existing. BJG KLK DDK Left message for Shaun Hyland. Plans as drawn do not meet minimum setbacks or solar requirements. APP, DDK Pa!!e 2 of 3 Solar iss~es resolved. Solar exempt because of pre-existing shade from trees along the north property line. See copy of architect's letter as attached ~ocument. Minimum rear setback is 10'. KLK Waiting for Hyland to Provide, Correct Site Plan. Setbacks for Accessory, Building Changed. WE APP KLK To Requestan inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. ' , CITY OF SPRINGFIELD Building/Combination Permit Status Issued PERMIT NO: GOM2009-00647 ISSUED: 06/0412009 APPLIED: 05/11/2009 EXPIRES: 12/0412009 VALUE: $ 70,083.76 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-37691nspection Line Re/lllired Insnections I Footing: After trenches are excavated. Foundation: After forms are erected but prior to concrete placement. Post and Beam: Prior to floor insulation or decking. Sbear Wall Nailing: Before covering sheathing witb finish materials. Framing Inspection: Prior to cover and after all rough in inspections have been approved. Roof Sheathing Final Building: After all required inspections have been requested and approved and the building is complete. Storm Sewer Line: Prior to filling trench. By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of SpringIield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during construction. .5d ~~ - ..d::. Owner or Contractors Signature h ILL/aq Date Paee 3 oD 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone SPAtNGF'UU.,O , "~d~, ; i~~TITI~.. JIIli: _.' ., City of Springfield Official Receipt Development Services Department Public Works Department Job/Journal Number COM2009-00647 COM2009-00647 COM2009-00647 COM2009,00647 COM2009-00647 COM2009-00647 COM2009-00647 COM2009-00647 Payments: Type of Payment Check I cRcceintl RECEIPT #: Date: 06/04/2009 1200900000000000616 Description Plan Review Residential Fire SF Fee - Residential , Stonn Drainage Impervious Area SDC Sanitary/Stonn Admin Plan Review Minor - Planning Building Pemit + 5% Technology Fee + 12% State Surcharge Paid By JOHN HYLAND CONSTRUCTION, INC Item Total: Check Number Authorization Received By Batch Number Number How Received 61103 In ~erson Payment Total: , page I of I 10:47:lIAM Amount Due 248.80 92,90 779.85 38,99 119.00 567.52 34,33 68,10 $1,949,49 Amount Paid $1,949.49 $1,949.49 6/4/2009 ?roJ,#3,69b I HYLAND gHo? e * M9TZI straT from baam to wall back wl ?J frat' blo cklng lf roqu h'ed. Fast€n sirap wlfull nallin6. Locatc lnside or oul,sldc. h&: GENERIC SHEAR WALL (amplrlaal declgn) 112" CDX or7t16 A9.g, Od@5" cdgad I 12" lntcrlara nallln6, 9l a ckl ng 19 ra qulr ad, Na II I n6 1ns7 act l o n 15 rcqulr cd. (2)112"x10" AFc, HTT16 wl 59Tb16 ea. end,wherc ohown. MMW1 w2 w2 SHE tts t 1 ?$0$ ffixFtREs l?ro Wx H H o.(' ,o. W5 He w5 He h\\1 N) -lN$)\s S&ss F z',?, 9TRAP 1. C514 at'ray fr.om rvall to nall at haader hcight" 2.baakwl ?-Xflat b'locklng lf rcqulrad. S.Faatan atrap wlfull naillng @ and24" &?5A @ rrrllddlc, 4.Locatc lnoldc or outclda. gxnla.3.lE? -l'{" tffru- proJoot ffLAND Sl-lOP ba.riionr 9PX.|NGF|ELO, 0n drtc?lll0S VQ.196,99 HAL PFEITER?8,?.C. 6anutdn6 ErEirc Bulty'lng Ooiga (r4r) 6b5-{agl 4O W" l7th 6utDr A Euo.n, OR S74Ot H H H ]'lUlx shcar wall not, raquired" lS" x 1O " footlng tt,/ (3) #4 bara R/W window abovc Doanuay & wlndow above gW4 (mln.5'lon6) I o R/W f I N otk"E ( Nata Ovcrex caval,c tootlngs for 991O' c ac raqulred, rcdaSl$?r'-1,.0&rryox. poJaotr IIYLAND gl"OP looation: gfRlNGf lELD, OR d*tar2llllOg yo' #$€.90 HAL PFEIFER7E,7.C, Conruhln6 Engina . Buildln6 Oari6n w)6E.}4?57 .lO 1,Y. 17$ Ailh. A euB.n Ag, W4Al H 9 = HD9 dnchorio 4X or (2) 2J ctuAc wl 9,3f92'O fi = HTT16 anchor to 4X or {2} ?J atudc wl 951916 NOTE: Ux 0?112'5 $iarhcru w/ anohor balta NOTE: apllcc alldoublo re? ?l*aa a mlnlmum 6''O" d 1Aa @ S" olt craggard for 3 aa. elda af ca.Jolnt ?raj, #369& I HYLAND 1HOT gHEARWALLS ttl1t1l2'CDXor7116O9/O,Oad,6"adgcct12"lnt'crlorcnalllng' blocklngN0T ra4ulrcd. Nalllng inapccf'lon NOT raqulrcd' Vz'rtO" Ab's@,4 ata, tlfi:r 112" CDX or7t16 Oib, AA@9" cdges I 12" lnler[ora naillng' Dlooklng l9 requlred. Nalllng ln*pacl'lon 19 raqulred' 112"x1O" Ag's@,4 olc,Hfi16 wl 919T916 ea' and' whcro ahown' Staggar Tanal JalnB on (2) ll'doa of atudc' Bbcfin6 i9 ruquhud. Nalllng lnc1acnlan 15 rcqulnad' (3)5.18"x12" AD's. (2) HDg wt 9i9TFi?,b aa, Gn{'wharc chown' |N4l 1 lTu GDX or 7 116 ogo (z)sldas, 6d@|2" adgcc l 12,, lawrlorc nalllng' Staggcr panal Jolnta an (2) cldas al ;tuda' Back allJolnic d 4X Flockln6lS rcqulrcd. fi&mbor. Nalllng lnspc'f.lon l9 ro4ulrcd. (4)5/O"x1?'Ag'4. (5) HDg wt 8$7A2O Q;a, and,whorc chomr' *llnd chaar$rrll frootNo calllng' 9u W all ta f russ ConnaEt'lan Dctall Saa Wallto Flaor Abow Conncct)onDcball TEB tra,71 l&.<y t?4,* R/W = REINFORCED WINPOW (lnclda or outclde) Ucag'f*ZttraP @ ctll and haadu {4 par wlndow) Ccnt*r str'ra? on klng ctud. black bahlnd strap wl 2x flat ao rc$d. Faatan strapc dfu ll nalllng. Teco hanger nallc may ba usaA ln llsu af cat'alog nalla' gtrap @headcr only *&en c1eclfrcd @ doom*ayr' m$rnn$ t1(, NOTE: thaathlng to hp tha followln6 harlzontal fra m ing Joln)cl Aotiom Tlato to rlm'Jolct' 'fop plata to rimirlti' Boitom Plato it, mud alll" Rlm-Jolut to mud till.N lr il il Iil ll il ll tl ilt ll il ll il ( UgE FOR INTERIOR WALLS EXTENDIN G TLOOR TO CEILINO ln;oses or raot framing-- '.\ 5HEAR WAIL 2x4 #? DF blooking @ 16" alc wl (2) A54 anglea eaah and wl (4)5}bx1'25 screwa eaahleg' (2) gimpaon WC aliTa aa' bloak wl (a)906x 1'?;5 aarews in ' tbc borikom lag aJd (2) in each of thc (2) vertical olot's' (2) 6impco nO1;C allTa ea't'ruaa wl (a)SOAx \?6 aorawain ' lhe battom leg and 12) in each of the (2) vcr$cal slauo' truaaoa or root framlng{-'-=..\ HAL PTEIFER PE, P.C. Conaultlng Englnrcr Bulldlng Dcdgn {*1)Obs4rts? 4O l{, 17rh 9ulte A Eugano6R 97{51 1S {;. E tr. FEB t 1 ?009 slrprnE$ l?ro WALL TO TRU99 CONNECTION ?roleat't HYLAND gHOf locattont 9fRli.l6F:ElP, OR datezZtlltCrg ProJ'#5A93NSCALE: l!Q" = 1t'O" APPROX. I IIIT J Seaond Floor Shear Wall (16' long): 1t2" COX or 7116 0go, bd@$" edgeo ! 1?;" int',arlora nalllng' blo akln g 13 r e qulr ed. N a I I I n g ln ap ecll o n l0 r a qulr e d' Extand shearwall floor tro oelllng' geeWall to lruas Connecblon Detall 3}Ail4x5" ecrews @ 12" olo ohaggered @ bottom Plat;e Na floor dack' 10,71.5 1Od naila @ 3" otc Continuou e llmberahrand rlm boar d' glmpoon A04'o @ max' 12" alc 19T FLOOR SHEAR WALL (oee W4 opea'o) WALL TO TLOOR ASOYE CONNECTION 0{p qS rffi 1 1 ?0Bg $frPrRE$ \Yto s 9CALE:1/2" x 1'-O" APPROX. NOTE: Sheathin g bo lap loha followlng ha rlzo nt al f r a mlng J o i nts : Broti,om Tlata to rim{olot' Top plate to rim-Jolot. HAL PFEITER PE, F.C. Conculilng Englnccr Dullding Daolgn {*1}ob$4?57 &W.|tth gulte A Et'g':na s7101 yroJaat: H\ LA,I\P gHO" locatlonz 9PRINGFIEI P, OR datezLtllt2g 7ro)' #5690 frt ta -a,2[.ir,r7, MTH EXPOSURE F 'o7 A59CA PROJ. #3,690 / HYLANP 9HOT HAL PFEITER ?8,?.C, 40W.1'7Th ge lw= Va$O* ?s= w L A V=pXA v--YlL EU6ENE, OR 1.OO 1.OO 15..@ (541) 6O3-4i!57 1.OO tao 15..64 wz 11.50 213..OO 5.3.22,"OO 280.94 1.OO 1.OO 14.10 wg 6.OO ba4.oo 4,2s.6.44 o57.28 1.OO roa fi$a w4 5.OA 449.AO 5,A75.70 1,O1*,74 tao 1.OO &.14 w5 zo.oo 3,05.0O 4,3,0o.50 ?15..O3 $.64 15.60 fi.14 11.50 A.1A P6=0 x lw x wlll l/cntlficetJor # tcn4th of chcar wall trlbut'ary arca ol wrad loadlng lot l 6hGar on lvall unit ahaar Pcr ft' of rall ffi 42,$O xa.oo 3,3,22.W 78.1b 511.21 9.9..O6 -16.16 COXotOSA 8d@6" 1l?-tlOA0's@.4 M $.oa 4l.oo o.59 1,296.70 2,49.9.60 L4gb.e1 -lW.11 lt?.xl0AA'a@4 w5.71 1E,2.A6 156.OO CD.Xotf.gb 8A@3" ll0xlOAF.s@,4 w? $.aa p.50 1.45 4,746,06 2A46.60 1,467.41 9,279.*9 HTN6 99ril6 as shawn 1b5.1b 91.59 765.O9 {?)caxofi5o bd@5" (S)5lbx\ZAO'a w5 b.20 *.50 1.82 7,O10,n 1,465.44 o79.26 6,931.51 HD9 551p20 214,94 107.47 9A7.27 {z)cDxofi9o od@2" (4jblOx1ZAO's w4 9.ZO 4,50 2.O4 lf,172.90 1,719.52 1,CI51.71 9,341.19 (5)Hpe ,eT?20 17?..2& b6.14 120.o9 COXotOgO bd@d ll?;rlo.Ag'c@,4 w5 15..OO 1S.50 o.?7 $,wb.oo 1,97b.24 b26.94 2,481.15 HTN6 561b16 I \*r&. v*rtlcal d*ad load aloag rall / fr. DLV daaA loil taotorad tor fdotlon pLY X .5 X '6 ntB unlt thear Pcrft- of nnll not'v ut,ll matsrhl (v) nallln6 (v) anchorbollc rctll (not v) rhaarwall hclght H dlclanaabcwacaanchora L' vull trt)a H/L' rc^ctlaa at anahor R=V(H/L) daadloaA al, raaa$lon PLO facnorad dcadload ALO X'ffi ncbtclcttona1-ond R net enchorago st FtB I I 200$ ExprREs Yp note: N-17('16 qa] rita?lea fiay be loeA h fieu al bd nailo @ 75?- ot rc4d' a?aalng SHEATHINoT 1t2"C0X or rat,ed7l16" O9O ',htg, or1l2" Oab eldlngwl 16" olc el'uda natai reaarnmcnded mlnlmum 4 olo anchor bolt epaolng ANGHoR $Q||=1[2,,x10" A,F.,9 / glLL= ao?.T,tlF t zg,E.ttx2x1.$3 =74€,#lboltteillTlabe l gourca = ol NP9 AHCHOR 1OLT -112"X1O" A.F.'9 T =95O# (rb[1912'21 t951t4'Xfi"@'12" Z * ?& x 1.35 = 319* N I ) PROJ. #r,69O / HYLAND 1HA? HAL PFEITER ?8,?,C. 40W,'I7bh EU6ENE OR 1.20 a.7a o.56 6,60 o.103 Z1 19,919,O3 1,441,6? gEE WND gEEwlNO 5EE }VIHD z1 rnlaa. froor walla lnilwalle aoftl?. ?ool unit wt. nla o.10 a.60 5.50 15.'13 area nla 3,52.0O tJ54..OO 3,40.CIo 1,926..CIo total 11,2:04.46 810.&6 5EE ffNO gEE wlND 5EEffNO 75 y,tt. o.ao 2,851.20 11"&44.44 1, 14,OO ?.6,2O0.54 41,497.5O u909>> H L' H/L' R*Y(H/L) pLo oLox.47 R nei '07 9EI9MIC CATEGORY D sEtSMrC DE9l6N ohcar wall hcl6ht dLrra cr*w'si^ enchorc wall retlo rsaai)an atrnchor Acadbad ar rsacdoa tto/.oraddcr,d lod (.6' "?x,ffi1 nctre,Iailon gtaad r,nchoragc ado =Zt,FaOE R'= Y = (1.2 9dd I R\W 1.25de I R= wall l/cnliflcation r* W lanqth ofahcarrafl L tributarywcl6htotloadlng ffi tofrl 6hcrr on wall .7V-Wt xf unli ahcar pcrfl of wall v=YlL va*)oal dcadloadalongwall I (t. DLV rall natcrlal (v) nailin6 (v) anchorbolts raq'd (n6t v) {*1)683-4257 zFa *9o *2l5FaOE (pfttwool umlla) 72 21,570.95 1,561.66 gEEffNP gEEwlN9 gEE t4/tNO 72 73 Z4 75 ft,a34.41 b70.92 6EE MNO 5sE WNp gEEwlND 7-5 lb,?s9.11 1,3.21.40 5EE I{INO 5EE WTND gEEwlNP 24 t1\tv, *.d r rffi 1 1 1$$$ il$tRms &fi,a gEE WND 6EE I,VIND 5EE WNP 5EE WINP 5EE l{lNp N