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Home My WebLink AboutPermit Building 2020-01-30 (2)SPRINGFIELD City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 OREGON Building Permit 541-726-3753 Residential Manufactured Dwelling Permit Number: 811 -20 -000035 -MD IVR Number: 811075394339 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: January 30, 2020 I TYPE OF WORK Category of Construction: Manufactured Dwelling Type of Work: New Submitted Job Value: $0.00 Description of Work: New Manufactured Home private lot (replacement prior home demolished 19-000852) JOB SITE INFORMATION Worksite Address Parcel Owner: CHANEY NICHOLAS 539 18TH ST 1703362400400 Address: 6681 IVY ST Springfield, OR 97477 SPRINGFIELD, OR 97478 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone HARRISON JACOBSON INC - CCB 66447 541-689-7762 Primary PENDING INSPECTIONS Inspection 5999 Final Manufactured Dwelling 5300 MH Setup 5240 Footing Inspection Group Mfd Dwelling Mfd Dwelling Mfd Dwelling Inspection Status Pending Pending Pending 1020 Zoning/Setbacks Struct Res Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811075394339 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire If work Is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 1/30/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811 -20 -000035 -MD Page 2 of 2 PERMIT FEES Fee Description Quantity Fee Amount Manufactured dwelling placement permit 1 $553.00 State manufactured dwelling fee 1 $30.00 SDC: Improvement Cost - Storm Drainage 483.32 $483.32 SDC: Total Sewer Administration Fee 139.97 $139.97 SDC: Reimbursement Cost - Storm Drainage 332.91 $332.91 SDC: Reimbursement Cost - Local Wastewater 1875.5 $1,875.50 SDC: Improvement Cost - Local Wastewater 923.89 $923.89 SDC: Total Storm Administration Fee 40.81 $40.81 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 1627 $97.62 State of Oregon Surcharge - MFD (12% of applicable fees) $66.36 Total Fees: $4,543.38 Printed on: 1/30/20 Page 2 of 2 C:NmyReports/reports//production/01 STANDARD SPRINGFIELD ' OREGON www.springfieldor.gov Worksite address: 539 18TH ST, Springfield, OR 97477 Parcel: 1703362400400 Transaction Receipt 811 -20 -000035 -MD IVR Number: 811075394339 Receipt Number: 473692 Receipt Date: 1130120 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fees Paid Transaction Units Description Account code Fee amount Paid amount date 1/30/20 1.00 Ea Manufactured dwelling placement 224-00000-425602-1030 $553.00 $553.00 permit 1/30/20 1.00 Ea State manufactured dwelling fee 821-00000-215009-0000 $30.00 $30.00 1/30/20 1.00 Ea State of Oregon Surcharge - MFD 821-00000-215004-0000 $66.36 $66.36 (12% of applicable fees) 1/30/20 332.91 Amount SDC: Reimbursement Cost - Storm 617-00000-448029-8800 $332.91 $332.91 Drainage 1/30120 483.32 Amount SDC: Improvement Cost - Storm 617-00000-448028-8800 $483.32 $483.32 Drainage 1/30120 1,875.50 Amoun SDC: Reimbursement Cost - Local 611-00000-448024-8800 $1,875.50 $1,875.50 Wastewater 1/30/20 923.89 Amount SDC: Improvement Cost - Local 611-00000-448025-8800 $923.89 $923,89 Wastewater 1/30/20 40.81 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 $40.81 $40.81 1/30/20 139.97 Amount SDC: Total Sewer Administration Fee 719-00000-426604-8800 $139.97 $139.97 1/30/20 1,627.00 SgFt Fire SDC - New Res Construction Sq 100-00000-424005-1091 $97.62 $97.62 Ft fee - enter sq ftg Payment Method: Credit card Payer: Randy Determan Payment Amount: $4,543.38 authorization: 710395 Cashier: Thayne Smith Receipt Total: $4,543.38 Printed: 1130120 4:12 pm Page 1 of 1 FIN TransactionReceipt_pr SPRINGFIELD DEPARTMENT USE ONLY CITY OF SPRINGFIELD, OREGON Permit no.: 225 Fifth Street ♦ Snrinefield. OR 97477 ♦ PHf5411726-3753 ♦ FAX(541)726-3689 Manufactured Dwelling/Recreational-Park Trailer �� [_;21�_Ioc Placement Permit Application This permit is issued under OARs 918-500-0105 and 918-525-0370. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVALS Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No Sanitation approval verified: ❑ Yes ❑ No CATEGORY OF CONSTRUCTION Residential ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 94-4 _S City: , N _ v �. County: State: ZIP: Subdivision: Space/lot no.: Taxlot: L" Reference: DESCRIPTION OF WORK son 0 P.,,, M g& Year Manufactured: 20� # Bedrooms: 3 Sq. Ftg:A62A Valuc? Dc>c�. PROPERTY OWNER Name: 1 t31<,s on Address: / �7 t/ S� IF City: S' �,'„ _, (� State: ZIP Phoneoy/ -ur qylaf Fax: - - E-mail: This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under OAR 918-515-0010. Signature: CONTRACTOR INSTALLATION Business name:G.ose.. Qn6CA-Yr Address: ` // City: f5le he. State: 0(,L ZIP:9 ? Z Phone:S7lr6f't ?Xb Z Fax: -y/- 6b-�_Zyo3 E-mail: 124 Ql c -a'—'-- R/"14 flh_ a#" CCB license no.: 66 yy7 I :NIDI license no.: 3,3o Print name: ' .iz iJe-4,rAne'-\ Signature: last edited 7/112019 BJones Ink. FEE SCHEDULE Description Qty. Cost each I Total (1) Manufactured dwelling (a) Placement (includes placement, electrical feeder, water/sewer( $553.00 $ connection): (b) Reinspection (no. of hrs. x fee per hr.): $102.00 $ Placement permit can only be obtained by homeowner or Oregon - licensed manufactured dwelling installer. (2) Recreational -park trailer (a) Installation (includes stand and lot preparation; support blocking; $553.00 $ anchoring; temporary steps; plumbing, mechanical, and electrical): (b) Reinspection (no. of hrs. x fee per hr.): $102.00 $ (c) Each additional inspection: (1) $102.00 $ Electrical service permit to be obtained only by homeowner performing work or signing supervisor of Oregon -licensed electrical contractor performing work FEE SCHEDULE (3) Surcharge, 12% (.12 x total, equal to 1 or 2): $ (4) State administrative fee for manufactured dwelling (item 1) $30.00 1 $30.00 only, OAR 918-500-0105(5): (5) Technology Fee, 5% $ TOTAL fees and surcharges (3 + 4+5): 000�S�aZ -+1221 [';,' SUNSET BAY PLUS 60'-0" — 55'-0"— • • ♦ • � • • ♦ • ""'� iE'e :Eo39 3`•x54 COPYRIGHT @2:1S W PALMA -.A'R$OR H$3MES, INC. All Rights Rese4c; : : :: : : : :: : a F- N Model:4P56S52 (4tU235M) 1620 Sq.Ft, Revised; 5-&10 z1L r �q��:• • %-*.a O.K. We CHL OUTSIDE RUMMERS -SHOULD BE I1" WIDER - — ,—� Z lar • ••r.—stir • • rrr-rr• • .. .• . a ,.J • •,119"1-- } �I9 r . CONCRETE PERIL ttR S•fOULD.'.,. g .l SMK SLAB O.H. S1sAB. aH•. SIA att. EXTEND PAST -HOME (OUT -S OE CDATER RUNNERS SHOULD BE' TW OUTSIDE RUNNERS SH0UL0 MEASURE) BY 2° C."I ALL SIDES MAOER THAN I—BEA?,i SPAN. BE it" 'WIDER 4-7 .,.. . .. .... SECTI.0N. VIEW , A BUILDING SEWER CONNECTION RECORD • = # 7l-ice:=i . ■ PLUMBER DATE ,► f� . . • . • . • • 09 • • • • •• •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• •• • • AC1'F1C NO.R'rH1N'ES'T ENGINEERING, INC. MANUFACTURERS DESCRIPTION Cornerstone Foundation System is a precast concrete foundation system. specifically designed for Manufactured Homes. The design objective was to develop a�errnanent structural foundation system for nianufactared homes; which simultaneously functions as a tie -down and perimeter pier foundation system that .not only supports the rim joist continuously in the same manner as a stem wall foundation, but also eliminates any unsecured gap at the top and bottom of the hoiries perimeter. Corlierstone Foundation System within its unique patented desigtt is the only precast concrete permanent structural .foundation systern with versatile footing options i.e.; cast in place, slab or poured runners, precast concrete footing and composite board or pressure treated lumber. Cornerstone Foundation System is installed after the home is set or can be retrofit to an existing home. In the approval process for the Authorities Having jurisdiction it is important to note Cornerstone Foundation System, is a precast concrete foundation system that simultaneously provides: Crawl space enclosure m Continuous perimeter support Wind, anchoring .tie down • Seismic bracing Water and rodent seal Cornerstone Foundation System is a unique. ctrstom design not. specified in the Model Manufactured Home Installation Standards (MMI -11S) therefore, it is classified as an alternative method of Construction. The requirement for an alternative method of construction is to provide undeniable proof by empirical testing that the design will resist all anticipated loads. The loadpoints and shear load designs for Cornerstone Foundation System are the same as. a stem wall foundation or lJorty wall foundation. It is required by M.MH.IS for a precast. concrete structural member prefabricated or manufactured off site to have a quality control program that is monitored With quarterly inspec tions by an indeperident third party testing company. Umpqua Testing Service an -accredited. concrete testing company is contracted by Cornerstone Foundation. System to maintain quality control program. Cornerstone Foundation System takes pride in the relentless ..pursuit to the improvement of quality, performance and style for manufactured home ,^� tsy.. ,•!a 'less* ti69 64 W t •.A . . 0900 -.• •• 't swirl. 0000 a `s, • • • 690690 .: .: . •••• 97- •6 '. :' 9••66• i�iiY • e • • •••, 6• • 424.2 Silver Fulls Dr. N., Silvertoti; OR. 97381 ph = (5013) 1373-3184 fax f (503) .573-3907 P.E. Pr 13,676 Page 1 ACI.F,..0 ORT.Hwr , Nc, NrrR.INC,.INC. wall panel tight to the bottom of rim joist. Three sets of evenly spaced wedges are required per precast concrete foundation wall panel. A wedge set is two, a set can be two vvcdges side by side or two wedges inverted on top of one another, or any combination to consist of, six total wedges per precast concrete foundation wall panel. *See Wedge Set.Place» rent. PRECAST FOOTING ANCHORS CFS is designed to be used on variousItnultiple footing options: Precast Concrete Masonry Unit 16' x 16" x 4" thick footing pad, Composite Board (decking: material) l %"x6" wide, ground contact approved pressure treated lumber 2"x 8" wide, or CFS PC -48 16" wide x 48" long x 2 1/2" thick. Each fboting option is secured to the ground using l2" diameter 14" zinc plated steel lag bolt anchors. On a 12' singlewide manufactured ]ionic ground anchor placement is approximately 16" on center. For larger width homes ground anchor placement is approximately 24" on center. Test results show each 1/2" diameter 14" zinc plated. steel lag bolt anchor resists 1,566 lbs. PRESCRIPTIVE CODE FOOTINGS POURED IN PLACE or POURED CONCRETE RUNNERS Poured in -place footing or Poured concrete runner -footing used in, conjunction with Cornerstone Foundation Sys enis' structural precast concrete foundation wall. panel, provides sim.ul:taneous.perimeter wall support fora manufactured: home with a roof load up to 80 lbs'. psf Wind anchoring for zones 1, Il, and 1I1, Exposure C, bracing for seismic design category DII, soil back till and flood plain up to .30 inch on precast concrete fbundation wall panel: `See Poured in Place Footing kistallati6n Instructions & Smart l,aarndation RB -54, S-60 and LS -60 Installation Instr•ttctions. PRECAST CONCRETE MASONRY UNIT (CN1U) FOOTING PAD Precast concrete masonry unit. (CMU) 16" x 16" x 4" thick footing pad used in conjunction with Coinolstone Foundation Systems' structural precast concrete foundation wall •Hanel provides simultaneous perimeter wall support for a manufactured home with a roof load up to 80 lbs, psf, tvind anchoring for zones 1, II and Ill, Exposure C. bracing for seismic design category DII, soil back fill quid flood plain up to 24 incl] on precast concrete founclati n. wall panel. Precast Cl\/fU footing pact must be Predrilled at a %2" veilical or slight angle hole reasonably centered in the CMU fboti >IA4,c:CMU foaling padtis.anchored •':". to the ground with '/" diarneter 14' zinc plated steel lag holt anchor driven through the %2" predrilled ;'••••iE.� r+ i t i hole of CMU footing pad into the ground.''F� `i .::.. �... *See Precast Concrete, Mrrsoruy (snit (CfilU)00 r •r 16"116" Square x 4" Thick footing Pad� "•••• Installation h7slructions & Smart Foundation .RB" i; • „F.... , • ms:µ 54, S-60 and LS -60 Irrstallatior7 .litstriietions. f F � , ..• , 4241 Silver Falls br.:N., Sill>erton, 012. 97381 ph. # (503) 873-3184 fax Pr (503) 873-3911.7 P.1 .4 13,676 Page 2 Y 'a ,kcf tCORTfIWEST NCINL,-ERIN£x• INC. COMPOSITE BOARD OR PRESSURE TREATED LUMBER Composite Board 1 ,W"x 6" decking material or pressure treated liimber 2"x 8", ground contact approved; used in conjunction with Cornerstone Foundation Systems' structural. precast concrete .foundation wall panel provides simultaneous perimeter watt support for a manufactured home with a roof load up to 40 lbs. psf., wind anchoring for zones 1, 11 and 11.1, Exposure C, bracing for seismic design category Di1, soil back fill up to 24" on precast concrete foundation wall panel. NOT APPROVED .FOR. FLOOD PLAIN. Predrill a 'A" vertical or slight angle .hole in footing. Footing is anchored to the ground with %2" diameter 14" zinc plated steel lag bolt anchor driven th.rougll '%" predrilled hole of footing into the ground. K°See C'oinposite Boarel or Pressure Treated LzlnrGer .footing Installation & Smart Foundation RB -54, .S-60 and LS 60 117stallation histruetions. ALTERNATE FOOTING CFS PRECAST CONCRETE FOOTING PAD PC -48 Cornerstone Foundation Systems' precast concrete footing pad; brand.name PC -48 used in conjunction with Cornerstone Foundation Systems' stnictural precast concrete foundation wall panel provides simultaneous lateral wind resistance andvertical load for a manufactured home with a roof load up to SO lbs. ps£, wind anchoring for zones 1,11 and.1.11 with a "C" :exposure, bracing -for, se.isniic design category DU.., soil back till and . flood ,plain up to 30" on .precast concrete foundation wall. panel. Cornerstone Foundation Systems' precast concrete footing pad. brand name PC -48 is manufactured Using 3200,PSI light weight concrete, ineasurino 16" wide, 48" long and'7 4-" thick, with otie 40" 43 rebar longitudinally centeredrunning the length of the. PC -48 footing :pad. Four /2" holes are cast in the PC -48 footing pact, approximately 12" oti center. The PC -48 footing pad is anchored to the ground with 4," diameter zinc plated steel 14" lag bolt anchors driven through the PC -48, footing pad into the ground at designated intervals. XSce illternate 1 poling: Cornerstone Foundation Svstem Precast. Cbnc.eete Footing I?ad Branca Name PC'748 histallation & Smart Foitndatlon RB -34,.S--60 andL,3=60 Installation Instru6tions.. G1,, 4r ';,,�`�t•fr�'„��•••• Ear^ { �. •_•i• ••• r �'�1 �✓ `ti�� 9 sJ 'j •••.� 4'y� 0000•• ` ; • • } • • to 4 ' I' '•. ; 0.0000 ;.. 5'.��`i F,y�''.;�i`.J, •A ,• Rte, .•��' es' 00 i•. 960.66 • • • 0009 s • • •• e• •6 *sees: •e•• 6 • • e a.6s •0• 4242 S lver Falls Dr. N., 8.liverton, OR. 913.81 ph # (at11) 873-3.:184• fax 4 (a(i3) 873-3007 P:E. # 13,676 Page 3 ,.\c Flt; oR'.f'Fwml 1'+lC;l.\%+ RINO', INC. Cornerstone Foundation System LLC, July 13, 2018 140 Art Mill Lane Roseburg, OR 97471 PATENT No. US 9,109,355 B1 Re: Design Criteria Verification "Smart Foundation" Running Bond 54 (SFRB-54), Ledge Stone 60 (S,FLS-60), Smooth 60 (SFS - 60), and "Poured in Place" Footing or "Poured Concrete Runners", Pre -cast Concrete PC -48 Footing (16" x 48" x 2 V2"), Pre -cast' Concrete Masonry Unit Footing (CMU 16" x 16" x 4"), Composite Board Footing (1 '1" x 6") or Pressure Treated Lumber Footing (2" x G"). Dear Norris, At the request of Cornerstone Foundation System LI..C, Pacific Northwest Engineering has reviewed the empirical testing perfonned by Cornerstone Foundation System, as witnessed and documented by Umpqua Testing Services. It mx v conclusion the test results and calculations prove. that the "'Srnlrt- Foundation" Running Bond 54 (SF R1.Br64), Ledge Stone 60-(SFLS�60),. Smooth 60 (SFS:60) :and Pre -cast Concrete I?G-48 Footing {IG" x 48" x 2 .6"),;Pre ,-cast Concrete Masonry Ul it Fodrin" (C14d 1G,a. x 1G" x 4"), Compbsite'$oard Footing (1 W, 6"). or Pressure Treated Lumber Footing (2" x 6") when .used in eonjtiinction. with Cornerstone Foundation System is acceptable as a tie down, .jierimeter pier and permanent foundation system, with a lateral and: vertical force resisting system for wind zones 'l, 11, and III w.ith.a "C" exposure and a seismic design, category "13.17", Ss=1..384, Fa=.1..0, R=5 lateral toad. Cit addition, an 801b.i Sq. Ft. roof load and up to a. 30 lateral soil loads inay be resisted siinultaineously. SFR:B-54, SFS -60, and Si=LS-60. also meet or exaee'd!the design requirements of "poured in place" or "poured concrete runners" type founClation from the "Permafient foundation Guidebook: fot• manufactured Housing" 4145.1 Rev. 2 and 4150.1 Rev (1996) and also with the niamrfactw-er pier point layout. The itistal.lation also Meets or exceeds the design requirements of the 14UD 7584 Handbook. This allows the SFRBw54, SITLS-60 and SFS -60 to meet foundation certification for all HUD, FHA and VA lending on Manufactured Housing provided that the SFRh3-54, SFL8-60 and .SF&60 installation instructions are followed. It also trieets or exeeeds the requirements of Section 1333, Chapter 2, Title 25 of the Cal.iforilia Administrative Code and 1.5551 of the Health and Safety Code. Cornerstone Foundation System meets or exceeds the Oregon 2010 Manufactured Dwelling Installation Specialty Code and the Model Manufactured .Housing ;installation Standards. Comerstone Foundation System can also be used in.flood hazard areas except with composite board or pressure treated lumber footing; which allows tip to 40 lbs. roof load and24" soil back fil I. Test results and engineering calculations are available to authorities having jurisdiction when requested. eh Additional, ltlformation: Contact Person: Norriso A.lilgren c s Cornerstone Foundation System LLC' Phone: (541) 73375441 Email: coritcrstonefoundatioi.isystein ct7yalioo.co:m C:•,\1'OiGY, IJtI.J.1M1C <.'G1lhFawroiiES} wx r r 4242. Silver Falls Dr. N., Silverton, OR. 97381 ph # (5.03) 873-3184 fax # (503) 873-3907 P.E. # 13,676 Page 4 CORNERSTONE FOUNDATION SYSTEM, LLC 1401 RT M111 -L I ANE, ROSEBURG, OR 9747.1 PATENT rNO. US 9,109,355 E3'i EQUIIED IN pL-Ica-MQBNG-Ii,i.c�TALLAno POURED IN PLACE FCOTING ir! CONJUNCTION VfiTH voRNEPS-, oNE FOUNDATION SYSTEM'S STRUCTURAL PRECAST CONC.:;ETE FOUNDATION WALL PANEL, PROVIDES SIMULTANEOUS PERIMETER MALL SUPPORT FOR A MANUFACTURED HOME VVI -IH A. ROOF !0,,D I.IP To 80 L33. PER SQUARE FOOT. WINO ANCHORING FOR GONE I, ii, and III, WITH "C" EXPOSUIRE, BRACING FOn^ SEISMIC DESIGN CATEGORY 011, SOIL BACK FILL AND FLOOD PLAIN UP TO 30 INCH ON PRECAST CONCRETE FOUNDPTION ;"ALL PANEL. DIST. AI 16TI . 1 i 'STRUC'TinIJR Ft1R P0.11 ED, IN PI AGE F00IjNG (SEE ALSO SAfART , L7✓NDATIDN 14IS7ALIATION INST^RUGTIONS) TS?. r1S-TION__ 1 Csti1NF( TE1R PI �fFjytFNT INSTR1It �Ng a[NGLE-MD.E- - MI 111MUM 1'1'6" OR V IDER: END 4NALLS: EACH PRECAST CONCRETE FOUNCATION WALL PANEL SHALL HAVE FOUR TOP AND FOUR BOTTOM CONNECTOR:. LOr.1C, 'MALLS: EACH PRECAST CONC RETE FOUNDATION -1ALL PANEL SHALL HAVE AT LEAST TWO TOP AND TWO BOTTOM. CONNECTORS. END 11YAL LS: EACH PRECAST CONCRETE FOUNDATION WALL PANEL SH,,Li. HAV_ FOUR TOP AND FOUR BOTTOM„ CONNECTOtis. LONG WALLS: EACH Pi-Rrt AST CONCRETE FOUNDATION WALL PANEL SHALL HAVE AT LEAST TWO TOP AND TING BOTTC,+V CONNECTORS. Mill T1 SEGSl,7N - THREE OR I•,IORE, SECTIONS: END WALLS & L.ONO WALLS: EACH PRECAST CONCRETE FOUNDATION WALL PANEL SHALL HAVE AT LEAST TWO TOP' AND TWO BOTTOM, CCNNFC;:T: S. THE LAST PRECAST CONCRETE FOUNDFNTION WALL PANEL CUT TO FIT12" OR WIDER SHALL HAVE AT LEAST TWO• TOP ANC 807TQM CONNECTORS. ma �`d TAP;CTORPLATES ,, RIM .!DIST __60-___ BOTTOM ACTOR ELATES l WEDGE SM NDem WATER' & R65ENT ..SEA SRACE �1NfiTER REPELLENT GR N .ANS- & SPACED 1IiTNt ? - �� ,+�1 T4's .—"�^'•j fir' � .�3 $ = •.R 1 n S.FRB = 54 inches length ... ..... .. CORNERSTONE FOUNDATION SYSTEM LLC. 140 ART MILL LANE, ROSEBURG, OR (541)-733-544-1 PATENT NO. US '#9,109,355 81 AE1QL_C9R_PjMS.SURF TRFATPD FELEMING INSTAL I A IQ11 COMPOSITE BOARD I %' X 6" DECKING MATERIAL OR PRESSURE TREATED LUMBER 2' X 8", GROV-0 CofJj,,CT APPR;VPD,,-,1 I i COMPOSITE BOARD OR PRESSURE TREATED LUIMBER USE; IN (�ONXJN'CTION WITH CORNERSTONE FOUNDATION SYSTEM'S STRUCTURAL PRECAST CONCRETE WALL PANEL PROVIDES SIMULTANEOUS PERIMETER WALL SUPPORT FOR A MAfN,IUFACTIJRE0 HIJIVIIE WITH A ROOF LOAD UP TO 40 LBS. PSF, WIND ANCHO,;--.ING FOR ZONES 1. 11, aned III VVITH C" EXPOSURE, BRACING FOR SEISMIC DESIGN CATEGORY Da, SOIL. BACKFILL UP TO 24- ON PRECAST c6NCRETE. FOUNDATION WALL PANEL, NOT APPROVED FCIFR FL,o6z) PLAIN, .CDMPOSITF BQ6RD. OR PR TEQ I I IMBER FOOTING INSTAI I ATIQN INSTRI. JCTIOL4 (SEE ALSO SMART FouNaemom INSTALLATION INSTRUCTIONS) See Engineer Ora -wing Page 12'Poured in Place Pooling for Top and Bottom Connector Placement. SING 31 EWIQE MINI 11'8" DR WIDE: END WALLS: SHALL HAVE AT LEAST 1) 112" X 1-11' ZINC PLATED LAG BQ!_T DRIVEN THROUGH BOARD APPROXIMATELY 116 INCH ON CENTER, LONG WALLS. SHALL HAVE AT LEAST 1 ) 112' X 1q" ZINC PLATED LAG BOLT DRIVEN THROUGH BOARD APPROXIMATELY 4 FOOT ON CENTER, D_UB _1EWj0E 70 FOOT OR WIQF END WALLS: SHALL HAVE AT LEAST I 1l"X 14'ZINC PLATED LAG BOLT DRIVEN THROUGH APPROX. 24 IINCH ON CENTER, LONG WALLS: SHALL HAVE AT LEAST 1) 112" X 14"ZINC, PLATED LAG BO'_T DRIVEN THROUGH BOARD APPROXIMATELY 4 FOOT ON CENTER. CIFIREE OR MORE SECTIONS)-. END WALLS AND LONG WALLS: SHALL HAVE AT LEAST ( 7) 112" X 14" ?INC PLATED LAG BOLT DRIVEN THROUGH BOAR[) APPROXIMATELY 4 500T ON CENTER. • BUILDING PAD SHALL BE GROOMED FLAT WITHOUT ABRUPT UNDULATIONS • qPILDING PAD SLOPE SHALL BE NO MORE THAN 1" VEkTICAL IN 24 "HORIZONTAL. • FOOTING PADS CAN HAVE. PERIODIC SPACES UP TO 12" TO AVOID UTILITIES AND THE LIKES THEREOF. • PREDRILLING IS PERMITTED WITH A ROCK HARD BUILD PAD. USE EXTREME CAUTION TO AVOID DAMAGE TO UNDERGROUND U71LITIF-S WHEN DRILLING OR LAGGING ZINC PLATED LAG BOLT 41 WATEP3 AND RODENT SEAL, SOIL BACK FILL ON PRECAST CONCRETE WALL PANELS SHALL BE A MINIMUM, OP 6" (CONCRETE GROUT SEAL NOT REQUIRED) • PT WOOD, ALL HOLES AND CUTS MUST BE TREATED WITH WOOD PRESERVATIVE. • COMPOSITE BOARD 1 114" X 6" DECKING MATERIAL MIUS7 HAVE PERIMETER PIERS INSTALLED UNDER .HOME AS DESCRIBED IN WODEL MANUFACTUMED HOMES INSTALLATION fINSTRiC "IONS. fi -41 WASol, - 'IV 41— .4Wd X-44-•". ZINO.PLATeD Z4Ali &/SLIGHTANGLE . U(919 RE -MU 1/20 VERTIC 4! 3,111-51 1 loose kESSURE WWATED -LUMBER -SOIL 1. N "' . I �� BVILDINP P VEdITATIO :FtpjpV�, �ILL INAT �E,SOi UNDIMP.- MIN Is I RM. lk_� ; �� 1 " 1) ;3/4! OR C. 0 PACTE Page 7 eo:oeo 00000 • fees 000.0• 0*06 CORNERSTONE FOUNDATION SYSTEM, LLC. 1401 ART MILL LAVE. RGSEBURG, OR 97471 (55-41)-7133-5344i PATENT NO. US ;t' 9,109,355 B1 ALTEEN_AIE EQQDNr1, GOR fJFRSTONF FOUNDATION SYSTEM PRECAST (-QNCRF'(;= FCIOTING PAn BRAND NAMF Pr -49 INSIAi I A`ION PC -48 PRECAST CONCRETE FOOTING PAD 16" WIDE 48" LONG X 2 112". THICK, CORNERSTONE FOUNDATION SYSTEM'S PRECAST CONCRETE FOOTING MODEL PC -48 USED IN CONJUNCTION WITH CORNERSTONE FOUNDATION SYTEM'S STRUCTURAL PRECAST CONCRETE 'NALL PANEL PROVIDES SIMULTANEOUS PERINIETER WALL SUPPORT FOR A N•tANUFACTURED HOME WITH A ROOF LOAD UPTO 80 LBS PSF, WIND ANCHORING FOR ZONES I, 11, and 111, WITH "C - EXPOSURE, BRACING FOR SEISM11C DESIGN CATEGORY Dii, SOIL BACK FILL AND FLOOD PLAIN UP TO 30 ON' CORNERSTONE FOUNDATION ION SYSTEM STRUCTURAL PRECAST CONCRETE WALL PANEL. PRECAST C r)N .RFTF FCIOTI j PqD RRANQ NAME PC -a)( INSTAI I ATION INRjgUCMDUS (SEE ALSO SiWiiRr FOUNDA80N i1VSTf1"T,'0N lNSTRuCT101VS) See _ng n>a: Dravving 'Poured in Plece Footing" for Top and Bottom Connector Placement. SINr;I FWIDF; Mil\11MUM, I'1' 6" OR WIDER END WALLS: SHALL HAVE (4, ir2" X 14 ZINC PLATED LAG BOLT DRIVEN THROUGH EACH F-OOTIPIG PAC) APPROXIMATELY 12 INCH ON CENTER. LONG WALLS: SHALL HAVE .A 1,01,11MUll, (2) 112 " X 14 " ZINC PLATED LAG BOLT DRIVEN THROUGH EACH PAO, APPROXIMATELY 24 INICH ON CEriTER. jam•$ FWID D EQ0T_AND WIDR AND M111 TISEC'TICIN HOMES ( HRFF OR MlQ8E SFr'T1( NSJ_ END WALLS E: LONG WALLS: SHALL HAVE A MINIMUM (2) 112" X 1.3" ZINC PLATED LAG BOLT DRIVEN THROUGH EACH, FOOTING PAD, APPROXIMATELY 24 INCH ON CENTER. • MODE -PC -43 PRECAST FCOTING PAD SHALL BE PI ACED ON FLAT GROUND. END TO END CLOSE AS POSS18LE. • BUILDING PAD SHALL BE GROOMED FIAT WITHOUT ABRUPT UNDULATIONS. • SLOPE OF FOOTING PAD ;S PERIM1AITTED NOT TO EXCEED 2- VERTICAL '4B" HORIZONTAL. • PERIODIC SPACES BETWEEN PADS UP TO 12" TO AVOID UTILITIES OR LIKE THEREOF. • PREDRILLING IS PERMITTED WHEN BUILDING PAD IS POCK HARD, USE EXTREME CAUTION TO AVOID DAMAGE TO UNDERGROUND UTILITIES. WHEN DRILLING OR LAGGING ?INC PLATED LAG BOLT. e 'WATER AND RODENT SEAL, SOIL BACKFILL ON PRECAST CONCRETE WALL PANEL SHALL BE. A MINIMUM OF 6" (CONCRETE GROUT SEAL NOT REQUIRED). 7k x +� �. .1 E 4.r v� .'F fit. •.l ..�i., �.� J r ) M3r ') 14 " DIAM51TER HOLES " 1I2' ------------ •7 i 1 ! cC3tPArCU'Tj1L' D1N'3G1+F ,F'p. f1'At1tALveEEDGUUNU1S7MI OR �I � fES8TFAIP j i u U " X 14". ZINC PLATED LAG 606 LT 0000 Page 8 .Aa�ai �160G rsF • � s ! • - • e • • • • pi AV1ftE0 • . • • • • • •••••• goes •• • • •• •• •••••• • • •••• 0000 Page 8 CORNERSTONE FOUNDATION SYSTEM LLC 14.0 Art Mill Lane, Roseburg, Or, 97471 (541)733-5441 PATENT NO. US. 9,109,355 B l SMARTFOUNDATION RB -54. S-60 MND LS -60 INSTALLATIOiN INSTRUCTIONS • Cut bottom of panel to .height, space for wedges 91 bottom of panel not, to exceed 1 ". • Install top and bottom connector into precast panel. Tour top and four bottom holes are cast in panel, pre drill holes when needed. Install connector plates facing outside or inside of wall panel. *Seep Pow -eel in 7'lace Footin,; Installation Instructron.s e Install 'fent panels on lett and right side of corner, each vent is 72 square inches. All other panels are without vents, work from corner to center of wall or behind doorstep for last panel cut to tit. ® ibiove panel in position with pry bar, lift snug to rim joist. I)rivQ wedges firm, do not over tighten, may cause home to lift off of piers. '"See bie( ge Sea Placentent • Confirnt foundation wall is straight and plumb before driving screws into joist and footing. Connectors Outside of XVAII - Set the race of.the panel back fs" froth the face of the rim. joist. 1).rivojoist screw at slight angle for maximum bite. *See C,onne�ctors Inside ct Outside. Wall Connectors Inside of Wall - Set the face of the panel %i" out from the face of the rim joist, basically to the face of the exterior siding. Drive joist screw at slight ankle for maxiinum bite. *Sere Poured in Place P-001l,19Installation 1nstr actions and Connectors Inside & Ortlside Phill • Seal all vertical seams with caulking. Seat grip at bottom of panel. to tooting with non -shrink mortar. When back filling. more than 8", add moisture barrier solution to mix. ALT:ERNME TOOTING PC -48 minimum G", back fill oil wall, concrete grout seal not required. • Partia.1. precast wall panels twelve .inches or vender must have two (2) top and two (2) bottom connectors. Pre drill ill o" as needed. Mi.nimurn 3—from side edje of wall panel spaced evenly. • All pier supports under the: main-frame and marriage line shall be i.itstalled gecord.ing.to Model Mtmutactured Home Installation Standards and/or authorities having jurisdiction. It .is the.. responsibility of the contractor or person(s) drawing permit to comply with Model Matruf7eturedl-I.ome Installation Standards. Installer must comply with footing frost depth according to .N.Todel Manu.frictured Home Installation Standards. ATTENTION TO CONTRACTOR AND I1.0M1s0'L'l'NEI2 • Cornerstone Foundation System is designed io fit tight to the rim. joist and sealed."t IN&fbodtIq levent,ij�,• entrance of rodents to the underside.,of .home. Do not allow holes larger .than W' tp.�q;gft opA-i by installer df.•• plione, TV cable,air conditiorlitig lines; .water gas etc. • . Soil back fill - keep load of tractor away from foundation wall—Do not push against %yall i•tli tractq>:•� ••;• •; 669666. •... •• • • 660* t ... ;. Revised Oct. 2017, Page 9 CONNECTORS INSIDE & OUTSIDE WkLL RIM JOIST_ TOP CONNECTOR SCREW.1/4"X2 1/4` MO RIM JOIST - TOP CONNECTOR PLATE—. TOP CONNECTOR SCREW — 1!4"X2 'i/4' ift PANEL CONNECTORS INSTALLED INSIDE OF WALL BOTTOM- CONNECTOR'.SW- EW 1/4X2 114" -.66 PA1`tt= BOTTOM CONNECTIm.PIA,ILI WaWr S. BOTTOM CONNECTOR SCREW "1/472. " —4 -INTO' FOOTING FOOTING TOP & BOT"1"OM CONNECTOR PLA37ES SIDING 1.16', SIDING ! II TOP..CONWECTOR,SCREW 1/4'X2 1/4" + NTo Rim JOIST CQNNECTOR PLATE OP .CONNECTOR SCREW IMX2 IA. fWO' PANEL CONNECTORS.. INSTALLED OUTS105 OF WALL BOTTOM, CONNECTOR SCREW- 14"Xz 114' INTO, PANEL TT CONK WTOR PLATE SET Orli„CONNECtOA SCREW 1/4'4X2 1/4 FOOnNG INTO: FOOTft Mant1f'actured' fTonz.high tensile steel bandina.material 1 Y"..O; I thick at.5QO.Q„lbs. tensile. strength. Connector plates are punched and cut to size Hien Zinc plated. 9/64" holes r • •• Y • s •••• •r • • • �� x?^•j�i11y^" • • • •ror7[•'AE;.rcvn 0000 Page 10 ES s••••• • • •• •• ••.1• • • • •moi•••• •w•• WEDGE SET The wedge is used to hold precast concrete foundation wall panel tightly to bottom of the rim joist. lhredge s are manufactured using a mixture of high densAy concrete and microfiber. �Vedgc compression test results => 8.000 lbs. PSI. WEDGE SET PLACEMENT Fledge Set of Trio Stacked Wedge Set of Two Sucked yveage Set Or 1 St[ C Uy,', Wedge Set of Two Side by Side Three sets of predges are required per panel. A wedge set is twovedges. A set can be two wedges side by side or two wedges one on top of the other, or any combination to consist of six total wedges per panel. Je f7 WEDGE SET PLACEMENT Fledge Set of Trio Stacked Wedge Set of Two Sucked yveage Set Or 1 St[ C Uy,', Wedge Set of Two Side by Side Three sets of predges are required per panel. A wedge set is twovedges. A set can be two wedges side by side or two wedges one on top of the other, or any combination to consist of six total wedges per panel. Page 11 A .�i•'. -• r of ••r• •!•• Page 11 ACIFIC OR.THWEST LNGI.NEERING , INC. foundations. Our mission is to provide the best foundation possible with tine most valuable features at an affordable price. ENI GINEERING DESCRIPTION At the request of Cornerstone Foundation System Pacific Northwest Engineering has studied the empirical testing performed by Umpqua Testing. Company. It is my professional opinion that all tests were conducted in tine realm of nationally recognized and accepted testing methods. The test loads have been compared to the anticipated load for proof of performance. The anticipated loads are found in the National Model Manufactured Installation. Standards contained in 24 CPR 3285.303. CORNERSTONE FOUNDATION SYSTEM "SMART FOUNDATION" WALL .PANEL Dimensions for each of Cornerstone Foundation Systems' precast concrete wall panels: Running Bond 54 (SFRB-54) - 32" high, 54" long and 2" thick. Ledge Stone 60 (SFLS-60) - 32" high, C0" long and 2" thick. Smooth 60 (SFS -60) - 32" high, 60' long. and 1 112" thick. Cometstone Foundation Systems' precast concrete foundation wall panels are manufactured using high strength lightweight concrete with structural fiber at an average strength of 3200 PSI. Precast concrete foundation wall panels.are cut onsite precisely to ft. Each precast concrete 1bundatio.n wall panel is securely fastened d to the rim -joist and footing; Providing a continuous pennanent structural perimeter support which eliminates any unsecured gap at the top and bottom of the homes perimeter. Precast concrete foundation wall panel installation includes within its design perimeter pier and wind -anchoring tie down. *-See Poured in Place 1 voting Insiallaiion Instructions &- Smrti•t Founcialion 7Z13-54, S-60 and LS -60 Installation Instruc ions. CONNECTOR PLATE Cornerstone f=oundation Systems' top and bottom connectors are manufactured from high. tensile banding material, 1 'a" wide, .031 thick at 50,00 lbs. tensile strength. Connector plates are two holes punched; cut to size 1 718" and zinc plated. Connector plates provide top and bottom connection of the precast concrete foundation wall panel to the rim joist and footing. Concrete screws are the fasteners used to secure the connector plates. to the precast concrete foundation wall parcel to the rim joist and footing, -See Connectors fnSide & Outside l%'all. 0.00• IF r ••••. `✓ { 0000• WEDGES Cornerstone Foundation Systems' wedges are cast of high-density strength concrete with microfi.ber. ' Dimension of each wedge is 3" x 3" by �6" thiel.. Wedges are used to lift precast: concrete foundation • 4 4242 Silver Falls Dr- N,, Silverton, OR. 97381 P(50 3) 873-3184 fax k (_iO-3) 873-3907 P.E. # 13,676 o. Y1 • •••tea i.*• ••`•' '".0000• •• ••,3- • loll$• 0 . _. 6 . 0006 Page 12 Sidewalk and Driveway approach recommended to be replaced NI sGa1_9 I" z DATE RECEIVED 01-07-20 JOBNO. 20-000032-DWL ZONE LDR OCCUPANCYGROUP R3 UNIT OCCUPANCY LOAD STIES, TYPE CONSTRUCTIONys LEGAL DESCRIPTION 1703362400400 ADDRESS 539 18TH ST OWNER NICHOLAS CHANEY THE CONTENTS HERE ON HAVE BEEN REVMVZD, WITH ALT MATTONS NOTED ONTfIE PLANS OR BYATTAiCHMMM. CHANGES OR ALTERATIONS MADE TO THE APPROVED HRAWI NGS OR PROJECT AFTER THE DATE APPROVED BY THE BunDI1MNG OFFICIAL. CITY OF SPRINGF T �S t`1 03 3� zq =811. NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is BELOW SHALL BE (800)332-2344. Sewer Connection -Front Yard to Garage 18 feet No encroachment allowed within the 7 Public may be impacted by -Side Yard to House or Garage 5 -Rear Yard to House or Garage 10 f Utility Easement including, but not limited to, the building of the 9 OREGON eaves and overhangs. garage P.U.E. MAY CHANGE SETBACKS t E �kl s1 SuB PoWvr,- e -L,6 New street trees shall be at least 2 inches in caliper. Street trees shall be selected from the City TL Street Tree List MUST CALL INSPECTOR FOR LOCATIONS 541-7361037 tj 00 -5'b,-7 Connect Sanitary Sewer to 6" service connection. Field verify location. Connect Storm $ewer t u?Ee Minimum 12' wide 3/4" rushed gravel driveway required from edge of paving to the face of detached garage. Approximate location of clean outs for sewer stubs sssa s - *Z MINIMUM SETBACKS — INTERIOR WTS All measuremenh-ogre from Prioperty lin 'es' es -Ftont Yard to House 10 feat , ft feet I