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Home My WebLink AboutPermit Building 2019-11-20L ELD OREGOM Web Address: www.springfield-or.gov Building Permit Residential Manufactured. Dwelling Permit Number: 811 -19 -001903 -MD IVR Number: 811082515003 Permit Issued: November 20, 2019 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) City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov 30B SITE INFORMATION I Worksite Address Parcel Owner: MONKEY HERO LLC 5540 A ST 1702334201300 Address: 42941 LEABURG DR Springfield, OR 97478 LEABURG, OR 97489 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone 3 A CONSTRUCTION LLC - Primary CCB 167959 971-218-3568 PENDING INSPECTIONS Inspection Inspection Group Inspection Status 5999 Final Manufactured Dwelling Mfd Dwelling Pending 6300 On-site Stormwater Facility Public Works Pending 6301 On-site Stormwater Facility -Dig Out/Piping Public Works Pending 6302 On -Site Stormwater Facility -Soil and Public Works Pending Plantings 6303 Final On -Site Stormwater Facility Public Works 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: 811082515003 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: 11/2/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811 -19 -001903 -MD Page 2 of 2 PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $15.25 Manufactured dwelling placement permit 1 $553.00 State manufactured dwelling fee 1 $30.00 Willamalane fees - Single Family Detached, per unit 1 $3,805.00 Plan Review - Major, City 1 $251.00 Address assignment - each new or change requested externally, per each 1 $54.00 SDC: Improvement Cost - Local Wastewater 2267.73 $2,267.73 SDC: Reimbursement - Transportation SDC 190.06 $190.06 SDC: Improvement - Transportation SDC 3611.72 $3,611.72 SDC: Reimbursement Cost - MWMC Regional Wastewater SDC 135.93 $135.93 SDC: Improvement Cost - MWMC Regional Wastewater SDC 1620.85 $1,620.85 SDC: Compliance Cost - MWMC Regional Wastewater SDC 22.82 $22.82 SDC: Administrative Fee - MWMC Regional Wastewater SDC 10 $10.00 SDC: Total Storm Administration Fee 47.82 $47.82 SDC: Total Sewer Administration Fee 343.56 $343.56 SDC: Total Transportation Administration Fee 190.09 $190.09 SDC: Total MWMC Administration Fee - Local 89.48 $89.48 SDC: Reimbursement Cost - Storm Drainage 390.1 $390.10 SDC: Improvement Cost - Storm Drainage 566.35 $566.35 SDC: Reimbursement Cost - Local Wastewater 4603.5 $4,603.50 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 1296 $77.76 State of Oregon Surcharge - MFD (12% of applicable fees) $66.36 Total Fees: $18,942.38 Printed on: 11/20/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD SPRINGFIELD City of Springfield Development and Public Works Transaction Receipt 225 Fifth Street �J 811 -19 -001903 -MD Springfield, OR 97477 541-726-3753 OREGON IVR Number: 811082515003 permitcenter@springfield-or.gov Receipt Number: 473070 Receipt Date: 11120/19 www.springfield-or.gov Worksite address: 5540 A ST, Springfield, OR 97478 Parcel: 1702334201300 Printed: 11/20/19 3:50 pm Page 1 of 1 FIN_TransactionReceipt_pr Fees Paid Transaction Units Description Account code Fee amount Paid amount date 11/20/19 1.00 Ea Manufactured dwelling placement 224-00000-425602-1030 $553.00 $553.00 permit 11/20/19 1.00 Ea State manufactured dwelling fee 821-00000-215009-0000 $30.00 $30.00 11/20/19 1.00 Ea State of Oregon Surcharge - MFD 821-00000-215004-0000 $66.36 $66.36 (12% of applicable fees) 11/20/19 1.00 Ea Plan Review- Major, City 100-00000-425002-1039 $251.00 $251.00 11/20/19 1.00 Ea Address assignment - each new or 224-00000-425602-0000 $54.00 $54.00 change requested externally, per each 11/20/19 1.00 Automatic Technology Fee 204-00000-425605-0000 $15.25 $15.25 11/20/19 1.00 Qty Willamalane fees - Single Family 821-00000-215023-0000 $3,805.00 $3,805.00 Detached, per unit 11/20/19 1,296.00 SgFt Fire SDC - New Res Construction Sq 100-00000-424005-1091 $77.76 $77.76 Ft fee - enter sq ftg Payment Method: Credit card Payer: MONKEY HERO LLC Payment Amount: $4,852.37 authorization: 009189 Cashier: Katrina Anderson Receipt Total: $4,852.37 Printed: 11/20/19 3:50 pm Page 1 of 1 FIN_TransactionReceipt_pr SPRINGFIELD �- Transaction Receipt 811 -19 -001903 -MD .OREGON IVR Number: 811082515003 Receipt Number: 473069 Receipt Date: 11/20/19 www.springfield-or.gov Worksite address: 5540 A ST, Springfield, OR 97478 Parcel: 1702334201300 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fee amount Paid amount $390.10 $390.10 $566.35 $566.35 $4,603.50 $4,603.50 $2,267.73 $2,267.73 $190.06 $190.06 $3,611.72 $3,611.72 $135.93 $135.93 $1,620.85 $1,620.85 $22.82 $22.82 Fees Paid Transaction Units Description Account code date $343.56 $343.56 11/20/19 390.10 Amount SDC: Reimbursement Cost - Storm 617-00000-448029-8800 Drainage 11/20/19 566.35 Amount SDC: Improvement Cost - Storm 617-00000-448028-8800 Drainage 11/20/19 4,603.50 Amoun SDC: Reimbursement Cost - Local 611-00000-448024-8800 Wastewater 11/20/19 2,267.73 Amoun SDC: Improvement Cost - Local 611-00000-448025-8800 Wastewater 11/20/19 190.06 Amount SDC: Reimbursement - Transportation 434-00000-448026-8800 SDC 11/20/19 3,611.72 Amoun SDC: Improvement - Transportation 434-00000-448027-8800 SDC 11/20/19 135.93 Amount SDC: Reimbursement Cost - MWMC 433-00000-448024-8810 Regional Wastewater SDC 11/20/19 1,620.85 Amoun SDC: Improvement Cost - MWMC 433-00000-448025-8810 Regional Wastewater SDC 11/20/19 22.82 Amount SDC: Compliance Cost - MWMC 433-00000-426607-8810 Regional Wastewater SDC 11/20/19 10.00 Amount SDC: Administrative Fee - MWMC 611-00000-426604-8800 Regional Wastewater SDC 11/20/19 47.82 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 11/20/19 343.56 Amount SDC: Total Sewer Administration Fee 719-00000-426604-8800 11/20/19 190.09 Amount SDC: Total Transportation 719-00000-426604-8800 Administration Fee 11/20/19 89.48 Amount SDC: Total MWMC Administration Fee 719-00000-426604-8800 — Local Printed: 11/20/19 3:36 pm Page 1 of 2 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fee amount Paid amount $390.10 $390.10 $566.35 $566.35 $4,603.50 $4,603.50 $2,267.73 $2,267.73 $190.06 $190.06 $3,611.72 $3,611.72 $135.93 $135.93 $1,620.85 $1,620.85 $22.82 $22.82 $10.00 $10.00 $47.82 $47.82 $343.56 $343.56 $190.09 $190.09 $89.48 $89.48 FIN—Tra nsaction Receipt_pr Transaction Receipt 811 -19 -001903 -MD Receipt number: 473069 Fees Paid Transaction Units Description Account code Fee amount Paid amount date Payment Method: Internal transfer from: Payer: Monkey Hero LLC by Payment Amount: $14,090.01 100-113010 Kathy Thomas Transaction Comment: Deferred SDC's to be paid by 20 equal semi-annual installments commencing November 20, 2019 Cashier: Katrina Anderson Receipt Total: $14,090.01 Printed: 11/20/19 3:36 pm Page 2 of 2 FIN_TransactionReceipt_pr SPRINGFIELD DEPARTMENT USE ONLY CITY OF SPRINGFIELD, GREGON Permit no.:IR o 3— 225 Fifth Street ♦ Surinefield. OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 Manufactured Dwelling/Recreational-Park Trailer - Date: (e) I ` 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 G Residential I ❑ Government I ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address55g6 A Street city: S pri ngfield county: Lane State:OR ZIP:97489 Subdivision: Space/lot no.: Reference: Taxlot: DESCRIPTION OF WORK $ Year Manufactured: 2019 # Bedrooms:3 1Sq. Ftg:1296 Value: 125,000 PROPERTY OWNER Name: Monkey Hero LLC Address:42941 Leaburg Drive city:Leaburg I State: OR ZIP:97489 Phone: - -541-896-0408 1 Fax: - - E-mail: leaburg@gmail.com This installation is being made on residential or farm property owned by me or a member of my immroily, and is exempt from licensing requirements under O 8-515- 10. Signature: - CONTRA INSTAL Business name: 3-A Construction LLC Address: 1690 Harvey ST SE City:Jefferson State:OR ZIP:97352 Phone: - -971-218-3568 Fax: - - E-mail: jesusandrade3a@gmail.com CCB license no.: 167959 MDI license no.: 1974 Print name:Jesus Andrade Signature: �(I L9 ` l9 UV�.tror~a�l last edited 7/1/2019 Wones FEE SCHEDULE Description Qty. I Cost each Total (1) Manufactured dwelling (a) Placement (includes placement, electrical feeder, water/sewer connection): $553.00 $ (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; anchoring; temporary steps; plumbing, mechanical, and electrical): $553.00 $ (b) Reinspection (no. of hrs. x fee per hr.): $102.00 $ (c) Each additional inspection: (1) r$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) only, OAR 918-500-0105(5): $30.00 1 $30.00 (5) Technology Fee, 5% $ TOTAL fees and surcharges (3 + 4+5): $ �� ►A,N1� STJC� SMITH Thayne From: SMITH Thayne Sent: Tuesday, November 12, 2019 4:51 PM To: 'leaburg@gmail.com' Subject: 5540 A STreet I spoke to Drew Larson this afternoon. He has completed his review, however, he said that we cannot issue the permit until there is a map and taxlot number assigned to this lot. That is likely something that you will need to talk to the county about. I will be out of the office tomorrow but I will ask Chris Carpenter to wrap this up for you if the map and taxlot is established. 11tha ns s <<l f ,1 J .--1...1 �J .JJ �� JJJJ JJJ I-PJaJJ_J9 ELAJJJJ�F CITY OF SPRINGFIELD 225, 5T~ STREET SPRINGFIELD, OR 97477 TSMITH@SPRINGFIELD-OR.GOV P — 541-726-3783 F — 541-726-3689 C w(Lks JOURNAL OR JOB :NUMBER: NAME OR COMPANY: LOCATION: TAX LOT NUMBER: DEVELOPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET 19 -001903 -MD MONKEY HERO LLC 5540 A ST 1702334201300 Single Family Residence 1 f3U1LDING SIZE (SF): 1293 LOT SIZE (SF) 7635 MAX 45% 17% MAX 35%1 0 1. STORM DRAINAGE A. REIMBURSEMENT COST: DIRECT RUNOFF TO CITY STORM SYSTEM NUMBER OF FEVs x lCOSTPERFEU ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP A. REIMBURSEMENT COST NEW TRIP FACTOR AREA DRAINING TO 9.57 1 $1,620.85 IWERVIOUS S.F. x 1 COST PER S.F. C. COMPLIANCE COST: DRYWELL = $190.06 CHARGE B. IMPROVEMENT COST: 1296.00 $0.301 = 0 x $390.10 UMBER OF UNITS r $390.10 B. IMPROVEMENT COST x NEW TRIP FACTOR _ $10.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC IMPERVIOUS S.F. x COST PER S.F. 1 CHARGE $377.40 1296.00 = $3,611.72 $0.437 = 0 $566.35 $566.35 ITEM 1 TOTAL - STORM DRAINAGE SDC $956.45 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBER OF DFCT s x COST PER DFU 27 $170.50 = $4,603.50 B. IMPROVEMENT COST: NUMBER OF DFU's x COST PER DFU 27 $83.99 - $2.267.73 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = S6,871.23 1070 1091 1 1092 3. TR.AySPORIATION A. REIMBURSEMENT COST: A. REIMBURSEMENT COST: NUMBER OF FEVs x lCOSTPERFEU ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR NUMBER OF FEVs x COST PER FEU 9.57 1 $1,620.85 1 1 19.86 C. COMPLIANCE COST: 1.00 = $190.06 1093 B. IMPROVEMENT COST: 1 1$22.82 ADT TRIP RATE x MWMC CREDIT IF APPLICABLE (SEE REVERSE) UMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR _ $10.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC 9.57 1 _ $13,419.06 $377.40 1.00 = $3,611.72 1094 ITEM 3 TOTAL - TRANSPORTATION SDC = $3,801.78 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEVs x lCOSTPERFEU 1 $135.93 = $135.93 105' B. IMPROVEMENT COST: NUMBER OF FEVs x COST PER FEU 1 $1,620.85 = $1,620.85 105: C. COMPLIANCE COST: NUMBER OF FEL s x COST PER FEU 1 1$22.82 _ $22.82 MWMC CREDIT IF APPLICABLE (SEE REVERSE) _ $0.00 105, MWMC ADMINISTRATIVE FEE _ $10.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $1,789.60 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ $13,419.06 5. ADMINISTRATIVE FEE: SUBTOTAL x ADM. FEE RATE = CHARGE $13,419.06 5% $670.96 TOTAL STORM ADMINISTRATION FEE $47.82 TOTAL SEWER ADMINISTRATION FEE: 343.56 TOTAL TRANSPORTATION ADMINISTRATION FEE: $190.09 TOTAT. MWMf AnMTNTRTR ATIM FFF- TOrAT. SM9 TOTAL SDC CHARGES = $14,090.02 PREPARED BY Steven Petersen DATE 8/26/2019 DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS _(NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) CREDIT RATE/$1,000 ASSESSED VALUE FIXTURE TYPE NO. OF FIXTURES NEW OLD UNIT EQUIVALENT DRAINAGE FIXTURE UNITS BATHTUB 2 0 3 = 6 DRINKING FOUNTAIN 0 0 1 = 0 FLOOR DRAIN 0 0 3 = 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0 0 3 = 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 0, 6 = 0 LAUNDRY TUB 1 0 2 = 2 CLOTHESWASHER / MOP SINK 1 0 3 = 3 CLOTHESWASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP (I PER TRAILER) 0 0 12 = 0 RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 0 1 = 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 1 0 1 3 = 3 SHOWER, SINGLE STALL 1 0 2 = 2 SHOWER, GANG UMBER OF HEADS) 0 0 2 = 0 SINK: COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3 SINK: COMMERCIAL BAR 0 0 2 = 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 = 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 2 0 1 1= 2 L.1 R I NAL, STALL / WALL 0 0 5 = 0 TOI[_ET, PUBLIC INSTALLATION 0 0 6 = 0 TO LET, PRIVATE INSTALLATION 2 0 3 = 6 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = TOTAL DRAINAGE FIXTURE UNITS *EDU (Equivalent Dwelling Unit) is a discharge equivalent to a single family dwelling unit (20 DFU's) set at 167 gallons per day 0 27 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED CREDIT RATE/$1,000 ASSESSED VALUE BEFORE 1979 $5.29 $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 $1.59 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter 1 for Yes, 2 for No) BASE YEAR CREDIT FOR LAND (IF APPLICABLE I VALUE/ 1000 CREDIT RATE $0.00 x $5.29 2 2 1979 1 $0.00 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1000 CREDIT RATE $0.00 x $5.29 = C TOTAL MWMC CREDIT 0 DRM483F 48' DREAM� 3 beds • 2 baths • 1344 sq.ft. • 28' width • 48' depth Our home building facilities invest in continilous prOdUCA @11d process improvements. Plans- dimensions. features. materials. specifications and availability are subject to change without notice or obligation. Renderings and floor plans are. representative likenesses of our homes and may differ from the aural homes. VVe +rvita yorj to tot:r a H, -)-le Centef near yru and insper= the hinhes' value in quality housing available or call (541) 967-8555 to speak with a Home Consultant. Copyright 17 . Vii. All reserved. !i■ ,� . , iiiii ■■■■■ � - �■■�■■sem ■■■ Jill on If�FBE ■■■■■■■i■■ t■■/■1111■■■� ■ ® ■■■■/■■/■■■■■ W■II ■tt■i■■■■■■ IS ■��■■�/■/■ SEEM �. HIM ' � if ■ DRM483F 48' DREAM� 3 beds • 2 baths • 1344 sq.ft. • 28' width • 48' depth Our home building facilities invest in continilous prOdUCA @11d process improvements. Plans- dimensions. features. materials. specifications and availability are subject to change without notice or obligation. Renderings and floor plans are. representative likenesses of our homes and may differ from the aural homes. VVe +rvita yorj to tot:r a H, -)-le Centef near yru and insper= the hinhes' value in quality housing available or call (541) 967-8555 to speak with a Home Consultant. Copyright 17 . Vii. All reserved. 8/15/2019 News AM, 21%, NMIEW PACIFIC 1\ ORTHWEST ENGINEERING, INC. July 3, 2010 Cornerstone Foundation System, LLC 140 Art Mill Lane Roseburg, OR 97470 Attn.: Norris Strauch Re.: "Smart Foundation RB54 System" Dear Norris, The test data has been reviewed, and the necessary calculations have been performed, to prove the manufactured home foundation system produced by Cornerstone Foundation System, LLC called "Smart Foundation RB -54" (SF-RB54) is acceptable as a lateral force resisting system for wind zones I, 11, and III with a "C" exposure, and a seismic Site "D", Ss --1.5 Fa --1.0, R=5, lateral load. In addition, an 80 lb./ Sq. Ft. roof load and up to 30" lateral soil loads may be resisted simultaneously.SF-RB54 also meets or exceeds the design requirements of "poured in place" type foundation from the "Permanent Foundation Guidebook for Manufactured Housing" 4145.1 Rev. 2 and 4150.1 Rev. (1996) and also with the manufacturer pier point layout. The installation also meets or exceeds the design requirements of the HUD -7584 Handbook. This allows the SF-RB54 to meet foundation certification for all HUD, FHA and VA lending on Manufactured Housing, providing the SF RB -54 installation instructions are followed The manufacturer of Cornerstone Foundation System has asked that the description of loads and structural values be presented in a way that is easy to understand with simple math, so it can be understood by those that do not have an engineering background. Perimeter Wall Support Typical perimeter wall load requirements for manufactured homes are 4001b.-640 lb. per lin. foot. In situations where there are windows four foot o; jarger eac i side of tgz : * * • window could be a point load requirement of 4000 lbs. suppatt. A config"on of q • large dormer and a large window combination the point load sppon need6d could be as • .. • much as 6500 lbs. ....". .. Cornerstone Foundation System, Smart Foundation RB -54 prdcasR.concrele. panel (SP ; " • ; RB54) has been tested by Umpqua Testing Material and Qualityton$ol Se*rw* e.'Resul g of the test confirm that the (SF RB -54) 2" thick precast comK* wall can provi4f! ...... ...... .... .. .. ...... .. . ... . 4242 Silver Falls Dr. N., Silverton, OR. 97381 ph 0 (503) 873-3184 fax # (503) 873-3907 P.R. # 13.676 cornerstonefoundationsystem.com/information.htm 8/9 8/15/2019 News 0OVS, "N' %W PACIFIC NORTHWEST ENGINEERING, INC. continuous support to the perimeter wall for a HUD code home of 12,500 lbs. per lin. foot. If a higher perimeter support is required, wedge sets placed at 9" on centers would provide as much as 18,500 lbs. per lin. foot. Lateral Resistance to Wind The test data reveals the SF RB -54 foundation system allows manufacture home units to resist wind loads of fifteen pounds p.s.f or the design load of the manufacture home unit. This meets and exceeds requirement of title 25 California code of regulations division Chapter 2 section 1336.2 and Health and Safety Code section 18613.4. The SF RB -54 foundation System uses steel plates and fasteners 27" on center to connect the home, the foundation wall and the footing all together. The design uses the end walls to calculate load resistance and the longitudinal walls for calculating the load required. Each connector has a capacity of 2475 lbs. Both end walls of a 27 ft. wide home would have a total of 24 bottom connectors of 2475 lbs. each for a total wind shear resistance of 59400 lbs. From those comparisons and to other established wind shear methods, it is evident that when the SF RB54 foundation system is assembled to the manufactures installation instructions, it is more than adequate to resist loads in wind zones I, II and III. The calculation shows that the SF RB -54 foundation system is more than adequate in wind zones I, II and III for any configuration of a multi -section HUD home with a vertical exposure of 20 feet, and for single section homes up to 14 ft. vertical exposure. Seismic As the test report of Umpqua Testing indicates, the pre -cast panel failed at 18,840 lbs. by crumbling in the area immediately adjacent to the wedge, without losing structural integrity to the pre -cast panel wall. Then an additional load of 27,632 lbs. was applied without lost of structural integrity. This was the maximum force the testing device would perform. With the combined test results of compression and wind shear, it �s evident that the SF RB -54 meets the requirements of seismic zone D, Ss=1.5 Z%=1.0, IPS especialV: � � • in comparison to other previously approved systems. • . . ...... ...... O ality Control • Umpqua Testing Service has been authorized by Cornerstone FQdndfton S;Skn%to male : • • ; random tests of inventoried product and produce a report on Elie test when. needed 6W. • • ...••• - ••. requested by an authority having jurisdiction. • 00 4242 Silver Falls Dr. N., Silverton, OR 97381 ph # (503) 873-3184 fax # (503) 873-3907 P.E. 413.676 comerstonefoundationsystem.com/information.htm 7/9 8/1512019 News CORNERSTONE FOUNDATION SYSTEM, LLC 140 Art Mill Lane, Roseburg, OR. 97471 541-679-2486 Front of Concrete Panel Bottom Concrete Seal RB54 — Used as Permanent Foundation with poured in place footing (prior to wall installation) Shim & wedge in three places per panel, approx. 18" �; t o.c_ from front side of wall. �mo'o° M,',PK S. o C Trim wedges so they are ��'�cn LIrCy r flush with the wall before the bottom seal is placed. air Two 20d .' Galv. Nails or 114"x2Y="� . GRK Screws iy i CIVIL ooaU Bottom Connecting Plate (two per pane Approx. 27" o.c. 4"x5" 16ga. Zinc Plate .' ne 11164" x 2 Y2'"' ' GRK Concrete f' Screw Two'/" Rebar Continuous `��0 rRaFFS c r 1r.- 76 �5 ELUO- . EXPIRES: 12-31- t\ 6" pROFA- 271-130 V STP"TE _7 - Por illustratlort 12" \Footing 6"x12" purposes only, not Minimum or any drawn to scale Approved Footing RB54 — Used as Permanent Foundation wi# poured footing (after wall installation) Two'W Rebar Con6nuous----->- Footing B"x12" minimum or any approved footing Form Boards ---o • Shim & Wedge f ,*- Pieces o�BroNen E •\ ' oflq'ual age • • Temp4carj+ Be NOTE: SI ALLIDEPTH IN"O •••••• •• 318" Rebar (three per panel) Held by Strap and Nails or 1/4" x 2 Y:' GRK Screws ttiF1-T; = comerstonefoundationsystem.com/information.htm 5/9 8/15/2019 News CORNERSTONE FOUNDATION SYSTEM, LLC 140 Art Mill Lane, Roseburg, OR. 97471 541-6792486 RB54 -- Used as Skirting A non -supporting application. Does provide wind tie down support, and sail back fill up to 24". Perimeter piers required as per manufactured home installation instructions, ,.00 to o � 01� Y rvtnRx �ss��. % t:]" AE; i. IJV .%-515N 6 -h Top Connector Plate —16ga. Zinc Plate: Two holes for 20d m driven down into pre -cast holes that are formed in concrete pal other three holes are for the 1/4" x 2 %a" GRK Screws which ar from the nail holes so screws can be driven into the rim joist fi backside of panel. (Minimum of two screws per connector, Two 20d Galt'. Nails or - 114"x2%" GRK Screws Hardie board pad 8'x8" or equal -with wedge. Four places per panel, 1� approx. 13" o.c. Minimum 1000 Ib L3 P.S.F. Soil. CIVIL °°U NO. U 1 G `�; - Front of Concrete Panel Bottom Connecting Plate (two per panel). Approx_ 27" o.c. 4"W 16ga. Zinc Plated _ Drive 'b" x 16" Spike drill vertical or slight angle not to exceed 45" Leave 1" exposed. (Note: If soil is rock hard, drill with %" bit to depth of spike. RB54 — Used as Permanent Foundation with Pre -cast Footing CMU or ABS Pads (Two P This application provides perimeter wall support ;. Front of Concrete Panel GIN V w) riTE;1- t)" H ELS Two 20d Galv. Nails or 114" x 2 W GRK Screws Bottom Connecting Plate 4"x5" 16ga. g f #f Zinc Plated r. �a ' r � rr r For illustration purposes only, nm drawn to scale f �'F 1,LIt �,_-�q •• •• ..■ �y7C]•7.1 Z;UiM%yedge • �� *each side of EXPIRES° .31� SG connector •••• • _� PROP • CMU or C,t . • ABS Pae Cit .��'i, • •• Jam• "�, Drive %" x 16" Spike drill vertical or slight angle not to exceed 45" Leave 1' exposed (Note: If soil is rock hard, drill with %" bit to depth of spike. 679,*•• • Si.". Of ,� '.S• ELL1N�'�' EXPIRES: 12- 1-(I (✓ ewsek cornerstonefoundationsystem.com/information.htm 6/9 8/1512019 News CORNERSTONE FOUNDATION SYSTEM, LLC 140 Art Mill Lane, Roseburg, OR. 97471 541-679-2486 SMART FOUNDATION RB54 PERIMETER WALL SUPPORT AND ENCLOSURES INSTALLATION I.N-..STRUCTIOI • INSTALL CORNER ASSURING PLUMB BEFORE THE FIRST PANEL GOES UP • WORK FROM CORNERS TO CENTER OF WALL OR BEHIND STEP. • PLACE 2 TOP CONNECTORS & 2 BOTTOM CONNECTORS IN PANEL. • STAND PANEL NEXT TO CORNER. • MOVE PANEL IN POSITION WITH A PRY BAR. • LIFT PANEL WITH PRY BAR, SNUG TO RIM JOIST. • PLACE SHIMS & WEDGES UNDER PANEL TO LIFT INTO POSITION. 3 WEDGE SETS PER PANEL APPROX. 18" o.c. USE CONCRETE COMPOSITE WEDGES PROVIDED WITH PRODUCT. FOR CMU C ABS FOOTING PADS USE FOUR WEDGE SUPPORTS, ONE EACH SIDE OF BOTTOM CONNECTOR. • CHECK PLUMB BEFORE DRIVING WEDGES TIGHT. DO NOT OVER`TIGHTEN, MAY CAUSE LIFTING i HOME OFF FRAME PIERS. • DRIVE SCREWS THROUGH TOP CONNECTIORS INTO RIM JOIST. DRIVE SCREWS THOUGH BOTTC CONNECTORS INTO FOOTING. • GROUT ALL VERTICAL SEAMS WITH LATEX MORTAR REPAIR, OR EQUAL. • SEAL BOTTOM OF PANEL TO FOOTING WITH CEMENT MORTAR OR EQUAL. WITH CMU OR ABS P. FOOTING, SEAL BOTTOM WITH 6mit BLACK PLASTIC COVERD 6" UP WALL AND BACK FILL WITH GRAVEL OR SOIL. • FOR HOMES WITH STEEL OUTRIGGERS UNDER RIM JOIST, PLACE ONE 2"x 4" P.T. BOARDS FLAT UNDER BOTTOM OF RIM JOIST TO BRING FOUNDATION WALL BELOW OUTRIGGERS. NAIL 16d 8° Q.C. • FOOTING CONTINUOUS PERIMETER POURED IN PLACE, 6" DEEP, 12" WIDE OR ANY OTHER APPROVED FOOTING MAY BE USED. (SEE ALTERNATE FOOTINGS PAGE 485) • FIELD MODIFICATION: ALL TOOLS & METHODS SIMILAR TO CMU. USE IMPACT TOOLS WITH CAUTION. fti` Pls�FF 1~LLIN; �Cs t r p,I P.\4.��-'s • • .3• •F.°o°.;.n:,..;;.;�� ,�, ASjz () C� ff li • nl� `�t'�/1. •�lr�� n °� • • • • i �. Go� eii • • • _moi r�r,� _ 'iA.RK,• •'�� s: Exp, _ ( O8 ON a■ ■ ■ o eI •i:� GIVIt•• 372 '9jy� 1�5C� FS iSTf� ` Gtic' � f .. __ � � • ��c-cc•o�o i• • EXPIRES: 12-31—t1 comerstonefoundationsystem.com/information.htm 4/9 8/15/2019 News CORNERSTONE FOUNDATION SYSTEM, LLC 140 Art Mill Fane, Roseburg, OR. 97471 541-679-2486 W Revised June 'f0 Rim Joist of Nome SMART FOUNDATION POE _0000.. Patent Pending y� 1 ga. Zinc 112- GRK Screwg--- 1/4'x 2112' GRK Screw Steel Connector Plate 20d Galy. Nail or 1/4'x21@'GRK Screw Precast Hole in Panel Pre -Cast Concrete Panel Pre -cast Hale in Pane! 2Dd Galy Nail or 1/4'x2 1+_ GRK Screw I V64" x2 -i!2 GRK Concrete Screw \ 1Sga SteelZire Plated _ Typical Soil Hamfii:l Slope 3',n 5 Max Gap 1' ar Concrete Seal Set of Concrete Composite wedges Footing 6' O� O Two ti4 Horizontal Rebar Centered Vertical and not 12• -- Closer Than 3' Sides ALTERNATE FOOTINGS LISTED ON PAGE 4865 PROf�: � � � ti EXPIRES: 12-31-%t comerstonefoundationsystem.com/information.htm 2Dd Galy. Nail or 114"x 2 112' GRK Screw Top Connector (Two per Panel) 2Dd Gatv. Nails or 1/4° x 2 1/2' GRK Scr_. 16ga. Steel ✓ Zinc Plated -� 1i/64"xteS � f --Concretes Bottom Connector ------ J � Snim or e4 � tom, a - xP:.ti BOTTOM . �� °°�a CML SUPPORT °OG+anaon° STATE APPROVAL f 219 •$116&00 •aaa• sass sass• 0 a F40:9 *00000 0000. , • • 0000.. • • •ae•e• as 00 & ••see• 0000 as e .. 0000 ..ease 0000 so 00 0 • • 0.00 0660 219 8/15/2019 News e t INE T PACIFIC N ORTNWEST ENGINEERING, IN ( Pre -cast Footing Alternate The design difference in this application is the %" spike to the ground, (pages). At 1,428 lbs, load resistance per each connector which is more than adequate for wind zone I, II, III and seismic zone D, Ss=1.5 Fa --1.0, R=5. When installed as a skirting wall, set back perimeter piers must be installed as to the manufactured home builder's installation instructions. If you have any questions please feel free in calling me. Thank You, _ cul F',OC� ark >rlling& n, P.E. President �ar�.� C:IWORK4ltll,l.1�'G`.CORNC:RSTOIEW DOC �! _}-%L{T::.'� F 1 C 3'2;x' C1- vf. J �G1S E� �RQFF 830 1 --11 1 )L C;S�'� t TA.. Exp: ,�� -` ✓j r �, Cid 6°22 CML _o'.G 0000.. 0000. 0000 0000. . . .00000 460404 000000 00 000000 000000 40 0000.. 06 0 .. . . 0 0 00 00 00 0 000000 0000 00 60.40. 66644. 6644 00 00 000000 00 0.:..* .6 6646 4242 Silver Falls Dr. N., Silverton, OR. 97381 ph # (503) 873-3184 fax # (503) 873-3907 P.E. # 13,676 comerstonefoundationsystem.com/information.htm 919 WHAT DO YOU THINK WOULD BE BETTER FOR YOUR HOME Concrete Block Cornerstone Foundation System Support 1) Periodic Perimeter Support. 2) Continuous Perimeter Support. 4"-8" gap. No gaps. Wall bolts to home. 3 C y�� :fir. .�... _ ... Six months or six years from now this Exceed HUD requirements home will have movement at Perimeter for perimeter support. Wall creating cracks in sheet rock. Far less movement and far less cracks. Tested to 12,500 Ib. per linear foot. Concrete Block Cornerstone Foundation System Materials Used for Support 3) Wet wood that is guaranteed to 4) Concrete support is allowing home to settle guaranteed NOT TO SHRINK oshr,ink me Bottom of Nome Trim Board Wood Shims --> •_....... ; Concrete Wall Wood Mind Sill inside under hom • • Block Wall inside under horne� Shims and wedge material are not kiln dried. One year or less it will shrink and home will From bottom of home to footing is a settle. Sheet rock walls will crack. non-shrinking ridged support. WHAT DO YOU THINK WOULD BE BETTER FOR YOUR NOME Concrete Block I Cornerstone Foundation System Rodent-Proof Seal 5) A gap behind the trim board 6) Fight seal - NO GAP can let rodents under and into your home, doing thousands of dollars in damage to your home and health. Botlom of Home, Concrete Wall inside under hom This gap is frequently not sealed properly to the requirements of the building code. GUARANTEED - NO GAP. Trim board alone is not enough to keep rodents out. Exceeds all HUD requirements. Concrete Block Cornerstone Foundation System Crawl Space Access Door 7) The access door is frequently 8) Attractive and secure. built where it does not resist the Rodent Proof. entrance of moisture and rodents under and into your home. WHAT DO YOU THINK WOULD BE BETTER FOR YOUR HOME I Concrete Block I Cornerstone Foundation System Cracks in Foundation Wall 9) When the cells of the block are not reinforced with Rebar and filled with concrete the perimeter enclosure is classified as skirting. 1 1) Concrete block is mostly cosmetic. 10) Permanent foundation. Perimeter wall enclosure. NO CRACKING. Smart foundation RB 54 pre -cast concrete panels have a tongue & groove seam every 4'6". ■ Each seam is sealed with calking and acts as an expansion joint. Cornerstone Foundation System Wind Tie -Downs 12) Smart foundation RB 54 exceeds HUD code for wind tie downs. Fastens to home :009:0 180:019" and footing. • .: QW, To meet HUD code, special piers and/or tie down straps must be added to price. No additional expense needed. _ _ - f.� - �- � .� - •5�':-•.. r� Y-'at'�•r �_�,`�T .�a. �$ f: _. -yam_ :�_ To meet HUD code, special piers and/or tie down straps must be added to price. No additional expense needed. 58'-0"h—A 67'-0" DATE RECEIVED 08-16-19 JOB NO. 19 -001903 -MD ZONE LDR 00CUPANCYGROUP R3 UNIT 1 +��I1PAN� SAD PARCEL 1: Proposed ( - 5540 A Street - MES 1 TYPECON'�ifRUCTION MD T LEGAL D RIPHON -090 5'-01, ADDRESS 5540 A ST OWNER MONKEY HERO LLC 48' x 27' 3bd 2ba 1293 sq ft house i CO HEILE ON HAVE BEEN REVIEWED, 'i1 rM . ALTERATIONS NOTED ON TM PLANS OR HYATEACIMENT ' AGES OR ALT°EItLN"11<ONS MADE 70 THE APPROVED _ L I - DRAWINGS OR OJ ECT DATE BELOW lLL BE T ' Infiltration Rain Garden 1 anmr runrma� cerre� o CV ,1"ROVED ' B1ILi161I1tGM. Area B Douglas Iris 110 Undertround pipe C5 Area B Fragaria vescus 110 from h use to ram rncus patens 34 garder}. ICITY OF SPRINGFUELD9 OREGON 20' x 20',�A ' Parking Electrical APPROVED DATE I Vault NOTICE: This permit shall expire if the work authorized under this permit is - not commenced or is abandoned for any 180 day period. o ' ATTENTION: Oregon law requires ou to follow rules adopted by the Oregon Utility 0 9 � Y o Notification Center. Those rules are set forth in OAR 952-001-0010 through cV 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The T administrative telephone number for the Oregon Utility Notification Center is (800)332-2344, 100'-0" Connect Sanitary Sewer to 6" service connection. Field verify location. Lot Line Construct driveway per City Standard 3-21. Maximum width 24 feet. No above -ground facilities (fire hydrants, power poles, catch basins, valves, j -boxes, etc.) shall be permitted within the apron or ramp area. Connect Storm Sewer to rain garden built under the conditions of the To be planted WORM SETBACKS — INTERIOR LOTS with 40 All measurements are from Property lines ' ' ` • • Roemer's -Front Yard to House 10 feet 0 fescue, 40 -Front Yard to Garage 18 feet ' • oc F .IUnCUSpatens -Side Yard to House or Garage 5 feet " -Rear Yard to House or Garage 10 feet • • •- • spiralis and 40 • s •r • Fragaria vescus P.U.E. MAY CHANGE SETBACKS r • • • a Site Plan 5540 A STREET Power 14-251-011-01 Pole Scale 1" = 20' t N